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HomeMy WebLinkAbout1.1-7261 PH 1 & 2 Record DrawingA.C. PAVING TESTING NOTES: STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND CALTRANS STANDARD 1 ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED FOR ALL ARTERIAL AND COLLECTOR STREETS AND SPECIFICATIONS. TYPE '8' (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART "ASPHALT CONCRETE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. OF THESE PLANS: ST -1 STANDARD CURS AND GUTTER 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE 'A' ST -2 STANDARD MEDIAN CURBS TYPE "M" (MODIFIED) OR TYPE '8' (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS ST -6 STANDARD PAVEMENT PATCHES OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, ST -9 STANDARD STREET SPECIFICATIONS ST -13 STANDARD SURVEY MONUMENTS MEDIUM GRADING. ST -14 STANDARD STREET LIGHT MAST ARM TYPE ST -15 STANDARD SYMMETRICAL CUL-DE-SACS 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE ST -16 STANDARD STREET KNUCKLES GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE 8 ST -19 STANDARD HANDICAP RAMPS MODIFIED ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS D-14 STANDARD CATCH BASIN TYPE OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE D-16 STANDARD GUTTER DEPRESSIONS T-1 STANDARD STREEET SIGN POST STYLE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, 3. PAVEMENT: "GRADES," OF THE STANDARD SPECIFICATIONS. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY 0.20' TYPE "8" ASPHALT CONCRETE OVER THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS 0.40' AGGREGATE BASE OVER PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY 0.50' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% ENGINEER. RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE PAVING FOR GOSFORD ROAD (ARTERIAL): CITY ENGINEER'S REVIEW AND APPROVAL: 0.45' TYPE "8" ASPHALT CONCRETE OVER 0.60' AGGREGATE BASE OVER A. A LIST OF AGGREGATE AND ASPHALT SOURCES. 1.45' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND BAKERSFIELD STD. DWG. ST -13. VICINITY MAP THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE TO BE INSTALLED NO SCALE (1) YEAR. EXISTING 5. 0 INSTALL TRAFFIC CONTROL SIGNS LOT "A" C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. L.L.A. NO. 14-0228 6 LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX + INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 L14 DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE ASDETERMINED SY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS 10 11 12 13 ,s 16 „ OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 9 i PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. PER - AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. oS v _ _ - CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. -ED INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.V. PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. v� 3 - 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. N J $ 40 30 36FT43s 34PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LiNE, EITHER PARALLEL OR PERPENDICULAR TO THECENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.0.8. STANDARD ST -1, ON ALL i Q- 1 1 OF PAVEMENT, STREETS UNLESS OTHERWISE NOTED. I -j L- E t,- I _c7rQ "s t�h I, 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. - w z 3 a s 8 7 3 OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE 8. SEWER LATERAL LOCATIONS TO BE STAMPED(S) INTO THE CURS FACE OVER pl I s STANDARD SPECIFICATIONS SHALL BE MET. EACH SEWER LATERAL 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL 9. INSTALL ADDITIONAL # 3-1 /2 PULL BOX FOR STREET LIGHTS AT P.G.& E. 1 4 I F--- - 3 BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 26 2, LIMITS OF CONSTRUCTION. " 6 3 '' 30 2 zs 2s 24 I f0 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4 BELOW 7 I� PAVEMENT GRADE. t � z 1 i _„1, ,- 1 , I 1 1 ` 1_ OTHERWISE PERMITTED BY THE CITY ENGINEER. 11. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING I t I 1 ! "t- t-` 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 41 4243 , 2 3 4 i ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVE WHERE SHOWN ON THE 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS i I PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR _ SMOOTH, TAPERED CONNECTIONS. EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN 1 i 1 _ _� cwxw nzaz 4 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING SIDEWALK 6" FROM BACK. - - OPTHAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, ERATiONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED I i OO 4a I Oz3 z2Fr2o7,9 i ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK i SUMP SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED PRIOR TO ISSUANCE OF THE PERMIT. 1 I I 1 2 3 4 s s BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL &COLLECTOR WHEN PAVING OPERATIONS RESUME. ROADWAYS SHALL BE CRUSHED AGGREGATE SASE (CAS) CONFORMING TO y - -- -- - SECTiON 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS - - LOT "B" L.L.A. NO. 14-0228 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING 1 - - I OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE SASE MATERIAL 1 1 - - - - 5 FOR LOCAL ROADWAYS SHALL BE EITHER CAS OR CRUSHED MISCELLANEOUS t 1 C - -•�� ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT � 1 - 1 ._.. THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON BASE (CMS) CONFORMING TO SECTION 200-2.4 OF THE STANDARD 1 1 ' 27 z5 24 z1 zo 1s 13 n ,6 1s ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 1 ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS1 1 cJ=qJ '7 TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE SASE -X- - SHEET NUMBER FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% ( I 1 a I OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. KEY MAP 15 SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT ►► 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY SCALE: 1 = 200 DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED WITH CALIFORNIA TEST 375. TO WITHIN THE CiTY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED NOTE: THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE PER CITY STANDARD DETAIL ST -22. REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR 17 COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE TEMPORARY FLOWAGE 8C DRAINAGE BLANKET EASEMENT BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE UNTiL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN CITY ENGINEER. FOR ENTIRE SITE PER DOC # 217174003 ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND 18. RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. HOURS NOTICE. (661) 326-2049. 19 DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL LIST OF MATERIALS 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A EITHER LESS THAN 90% OR MORE THAN 967a, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL 26 I 27 1 26 1 1 1 CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. I PROVISIONS OF SAID PLAN. BRISTOL SPRING AVENUE 20 STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY- 13 14 1 1s 1 I 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING 1 - - I OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE SASE MATERIAL 1 1 - - - - 5 FOR LOCAL ROADWAYS SHALL BE EITHER CAS OR CRUSHED MISCELLANEOUS t 1 C - -•�� ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT � 1 - 1 ._.. THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON BASE (CMS) CONFORMING TO SECTION 200-2.4 OF THE STANDARD 1 1 ' 27 z5 24 z1 zo 1s 13 n ,6 1s ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 1 ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS1 1 cJ=qJ '7 TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE SASE -X- - SHEET NUMBER FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% ( I 1 a I OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. KEY MAP 15 SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT ►► 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY SCALE: 1 = 200 DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED WITH CALIFORNIA TEST 375. TO WITHIN THE CiTY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED NOTE: THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE PER CITY STANDARD DETAIL ST -22. REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR 17 COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE TEMPORARY FLOWAGE 8C DRAINAGE BLANKET EASEMENT BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE UNTiL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN CITY ENGINEER. FOR ENTIRE SITE PER DOC # 217174003 ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND 18. RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. HOURS NOTICE. (661) 326-2049. 19 DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL LIST OF MATERIALS 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A EITHER LESS THAN 90% OR MORE THAN 967a, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL OF SHEETS COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S BE REMOVED AND REPLACED WiTH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE 1. OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. BANDELiER DRiVE PROVISIONS OF SAID PLAN. BRISTOL SPRING AVENUE 20 STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY- LINDEN TREE AVENUE & OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS WIND CAVE WAY 6. PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR LAKES LANE TiMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY CY CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. BE SUBSTITUTED WITH PARAFFIN. 21 STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL C. IN CASE OF DISPUTE, METHOD 8 ABOVE SHALL BE USED. 9. PROVISIONS SECTION SP7-86.01 OR AN EQUIVALENT AS APPROVED BY THE 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT 2467 CITY ENGINEER. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE CONTRACTOR TO INSTALL SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: 22 CONDUITS PRIOR TO PAVING. A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, 25780 11702 B. REMOVAL AND REPLACEMENT, OR 23 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE BOUNDARY WITHIN C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. SF THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S 2325 AND SALVAGE THE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. EXPENSE. 24 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & 10 4 PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. 22 SPECIFICATION PTH-02ALKYD. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE 10 4 LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT EA 1 CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPHS OF - DaSTiNG SURVEY MONUMENT SECTION 42-2.02, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE STREET LIGHTS - COB STANDARD EA APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL-�-- 3 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. SE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED SY THE CITY ENGINEER 18 SURVEY MONUMENT & ENCASEMENT CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS F F VESTING TENTATIVE '? TRACT NO. 7261 PHASES 1 T 0 4 r INDEX OF SHEETS SHEET TITLE 1. TITLE SHEET 2. BANDELiER DRiVE 3. BRISTOL SPRING AVENUE 4. CANYON TRAIL AVENUE 5. LINDEN TREE AVENUE & AGGREGATE BASE, CLASS 2 WIND CAVE WAY 6. GOSFORD ROAD & WYNNFIELD 572 LAKES LANE 7. WHITE FiSH WAY, EAGLE PASS CY WAY, & MISTY WATER WAY 8. CREEK BEND DRiVE & JOSHUA 993 TREE WAY 9. GOSFORD ROAD - STRIPING PLAN NUMBER OF LOTS: PHASE 1 40 PHASE 2 30 PHASE 3 28 PHASE 4 28 TOTAL- 126 ITEM DESCRIPTION UNIT PHASE 1 PHASE 2 PHASE 3 PHASE 4 TOTAL A.C. PAVING TNS 2744 682 560 777 4763 AGGREGATE BASE, CLASS 2 CY 2285 697 572 794 4348 ROADWAY EX.ISUBGRADE PREP CY 4066 871 715 993 6645 6"CURB & GUTTER LF 5178 2467 1937 2761 12343 SIDEWALK (4" THICK) SF 25780 11702 8786 12481 58750 DRIVEWAYS (6° THICK) SF 4540 3150 2325 3045 13060 HANDICAP RAMPS (ADA/TITLE 24iCALTRANS) EA 10 4 4 4 22 STREET NAME SIGNS EA 10 4 4 5 23 TRAFFIC CONTROL SIGNS EA 1 - - - 1 STREET LIGHTS - COB STANDARD EA 8 3 3 4 18 SURVEY MONUMENT & ENCASEMENT EA 8 3 3 4 18 INTERCONNECT CONDUIT PULL -BOX EA 4 - - - 4 TRAFFIC SIGNAL INTERCONNECT CONDUIT LF 957 - - - 957 STRIPING (DETAIL 22 - DOUBLE YELLOW) LF 881 - - - 881 STRIPING (DETAIL 38 - CHANNELIZING LINE) LF 634 - - - 634 SAW CUT LF 960 - - - 960 + FURNISH & INSTALL METRO STREET SiGN PER C.O.B. STD. T-1. ABBREVIATIONS LOCAL STREET FRONTAGE 6375 LF 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAS) -<Z>- FURNISH & INSTALL STREET LIMIT -5800 LUMEN PER C.O.B. STD. ST -14. CL FlOWUNE POVC CL P"NT "ll VERTICAL CURVE ARTERIAL STREET FRONTAGE 955 LF CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE BVC El ELEVATIONNE EVC BEGIN VERTICAL CURVE CAS OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMS) CONFORMING TO SECTION 200-2.4 OF -e- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. BCR BEGIN CURB RETURN PI END VERTICAL CURVE THE "GREENBOOK" ... ... WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT POINT OF INTERSECTION CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A R1-1 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE � FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SC BEGIN CURVE PCC COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE " " POINT OF COMPOUND CURVATURE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. "R1-1 » STOP PIVC POINT OF INTERSECTION TC R26(CA) - NO PARKING ANYTIME OF VERTICAL CURVE TOP OF CURB 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD "R3-7" -RIGHT LANE MUST TURN RIGHT TOP PAVEMENT FC SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD. "W31(CA)" - END FINISH CONCRETE "W14-1" - DEAD END IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL "W14-2"- NO OUTLET - - - - - - - - - - - SAWCUT CONFORM TO THE FOLLOWING: STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS IR FURNISH & INSTALL IRRIGATION CONDUIT A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR IC FURNISH & INSTALL INTERCONNECT CONDUIT BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS Tgs Tg5 Tgs FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. TR3=N0. 3 1%S2 SIZE TR5=NO. 5 SIZE TR6=NO. 6 SIZE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 SEWER - REFER TO SEWER & STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. ® ITEM OF WORK -SEE SCHEDULE 21. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER 10 TAPER DATA - SEE TABLE & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. A MONUMENT DESCRIPTION - SEE TABLE NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGSOj EASEMENT LEGEND - SEE TABLE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 22. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE PHASE BOUNDARY SECTION LETTER ROADWAY. •/ PROPOSED EDGE OF PAVEMENT _ _A SECTION DESIGNATION - CENTERLINE SHEET WHERE 2 -- --- TRACT BOUNDARY SECTiON IS SHOWN 01-.Z'7 - NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS 1MLL BE GIVEN FOR THE WORK IN THIS AREA UNTiL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. /0--v;4 ,W /U R A. ciNTOSH R.C.E. 33322 DATE EXP. 6-30-20 60 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. LANDSCAPE ��CENTERLiNE STORM DRAIN W 6 WING TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. ,N \1_019 APPROVED BY: NiCOLAS FiDLER PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-18 REVIEWED BY: STUART J. PATTESON, DATE ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 EXP. 3-21-20 CiTY OF BAKERSFIELD REVIEWED BY: it/&/ I TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N 88'57'35" E SHOWN FOR THE NORTH LiNE OF THE NORTHWEST QUARTER OF SECTION 28, T. 30 S., R. 27 E. ON K.C.S. FiLED MAP NO. 7-1 BOOK 6, PAGE 26 WAS USED AS THE BASiS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT iN LAMPHOLE AT THE CENTERLINE INTERSECTION OF RELIANCE DRiVE AND FiREBAUGH STREET. ELEVATION = 356.735' (PER PER TRACT NO. 5845 PHASES A -D, MON. ELEV, MAP) [U.S.G.S. DATUM] PROJECT AREA: t7v 32.68 ACRES (� L Know what's below. Call before you dig. ql CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 84.D0' 197.71' 2D2.D8' 134'51'24' 2 35.00' 13.7D' 6.94' 22'25'42" O 35.DD' 54.98' 35.00' 9DWOO" 4 2D.DD' 31.42' 2D.D0' 90'00'DD" O 42.DD' 248.32' 22.74' 303.07'34" GOSFORD ROAD SEE SHEET 6 ! II II II I ■ II ■ II II I ■ II I ■ II I' II I' II f I■I� I s Ii I II I' II ail I I ■ II III I ■ II I ■ II I I II I�11 I GOSFORD ROAD SEE SHEET 6 LOT "A" L.L.A. No. 14-0228 I r■■®■ .■..�■.�.■■.�...� ■.�.■.�■ .�■■...■■..�.■.�■. .�...■.■ ■.�■■ ■■.�■■ t 1 11 1 T� (TYP.) 1 o 7 zo cli 0 0 l 1 1 1Fz � @ 10 I N 16 C> Go U) C> ;; WY 1 11 1 12 i 13 i 1A 1 1 r i N -_• R/W I� R/W 1 ., 30' T 30' I 1 5' 5' 20' ! 20' 5' 5' 1 i o I 0 �' 1 PROPOSED TYPE "B" D.2D' A.C. PAVING --1 CURB & GUTTER D.40' AGG. BASE - D.50' COMPACTED O.G. 1 95% RELATIVE DENSITY T.I. 4.5 LOCAL STREET "R" VALUE 78 TYPICAL SECTION A SCALE: 1" = 10' (HORIZ) 2 PROPOSED TYPE "B" CURB & GUTTER 1 � ! ;! �� CREEK BEND DRIVE SEE SHEET 8 366 364 362 360 358 356 354 352 350 348 364 362 360 358 356 354 352 350 348 "NFIELD LAKES WAY SEE SHEET 6 !f0I111114PIM01100=W"i■0�00�00�0m�-- STA. 10+00.00 C.L. TO 20+94.39 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LOT "B" L.L.A. No. 14-0228 FISH WAY SHEET 7 1� UO AMM N Z moocm 3 L04 C14 �L S1 v LL aad n SWALe- N88'59 36 W -50_00' +00 7 0 TEMP TURNAROUND EASEMENT PER DOC.#217115298 i ( I �lfm-Q T I 1If LO 11 o 1� UO AMM N Z moocm 3 L04 C14 �L S1 v LL aad n SWALe- N88'59 36 W -50_00' +00 7 0 TEMP TURNAROUND EASEMENT PER DOC.#217115298 346 10+7511+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 20+00 1366 364 362 360 358 356 354 352 350 i 348 346 21+00 ( I 111 50. nd VERT. (CURVE f I M ( N M NW) M 11 a M I K> M C4 - M 3 I o sF M ! I f OR M t7 CV 1+) M f ' ( I f > W f W i I I M I > W '.WZ { ( ( Uj W , Or j� ,; W ( f 1Uj; __j rW-�Z Z L i i ( i C>> �q co �- I i a 0 + 0 to w i I i r;- V C4 t W Ld n f m N W { ( i ! S •- W @ ! ( I , J co M i I �� cn d0 APPROXIMATE STING (ROUND v t APPROXI JC4 'n �iy •. W GROUIND + d' t 4 tMA M ' tl'7A M 'F' to i 0D ## -1- L N d• a ( ; i i i t 'i' tv `' i !• > VW a ' ; p Z ci oa (PROXIM EXISM G GROUN c� cn z o w � ►a- �Q � � v ►Q- ! w �� QWQ -W i i ! OXIMA �EXInGlOUND I z f W t to ( � vin !n N Ui W'@ W LLI N Cit tN p W I - - I 4 - -�-- 1 N - -- ---- - - - -- -i-- W --' - -- -- --- f - - - --l-- - -- --, -- ------ -- --�--- I - �--- I - -- !- --�- - -- -- -- --L - - -(-- - - �---�- - -- j-- = 1.42 L - X1.42' -' . _- .25 i S=1 D1% M - C YL to N N N ii M I i I -:APROPOSID-� PLOWLINE ( I IPOPOS ( MMM f >> W WW »Ld w I I DOSED OR FL WLINE =D.So% > W W S=-0.4 q CATCH BASIN 0. 3 � f A f STA. 14 25.00, 1 W � i;352.89 !NORMAL F.L. ELEti�.= ELEV. 00' INV. 1$" N f t 346 10+7511+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 20+00 1366 364 362 360 358 356 354 352 350 i 348 346 21+00 346 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 M 20+00 366 364 362 360 d� 358 356 354 352 1350 348 346 21+00 LEGEND: LEGEND (CONT.): LEGEND (CONT.): CONSTRUCTION NOTES: w' R1-1 A BBREVIA11ONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Q CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1. � FL FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" - STOP "R26(CAT - NO PARKING ANYTIME 2 CONSTRUCT 4.5' (LOCAL STREETS) " " ITEM OF WORK - SEE SCHEDULE Cl`' CL CENTERLINE BVC BEGIN VERTICAL CURVE R3 -7R - RIGHT LANE MUST TURN RGHT W31(CA) - END ® COMBINATION SIDEWALK PER C.O.B. STD ST -5. ELEV ELEVATION EVC END VERTICAL CURVE 1 TAPER NUMBER - SEE TABLE 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1.®' B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION -- o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS SCALE: 1" = 50' E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE -PIPE SIZE ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ® STORM GRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS 4"W UTiUTY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE "A". x 50' 25' O' 50' 100' EC END CURVE TC TOP OF CURB G -GAS IR -IRRIGATION Q CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. ,z PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS S -SEWER 4,t}FESS�O OF VERTICAL CURVE GB GRADE BREAK ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: DIRECTED BY ENGINEER. 3 Ep{ P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY e` eC � f PA PROPERTY UNE A.P. ANGLE POINT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Q INSTAL_ TYPE 111 BARRICADE PER CALTRANS STANDARD PLAN E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER AND SEWER DETAILS. A73C WiTH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE v T.O.S. TOP OF SUMP0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS 2. LOCAL STREETS - PAVEMENT TO BE D.2D' TYPE "B" A.C. AND SALVAGE SIGN WiTH THE CONSTRUCTiON OF ADJACENT PHASE s J ".2 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. Sid. ST -13. OVER D.40' AGGREGATE BASE OVER D.50' O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WiNGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON SHEET 8. EXISTING SURVEY MONUMENT PER C.O.B. STD. ST -7. UNLESS OTHERWISE NOTED) " " ?'% h ( ) 3. GOSFORD ROAD -PAVEMENT TO BE D.45 TYPE A A.C. Q PAINT 12' LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS CA�l�'� -+- FURNISH & INSTAL_ STREET SIGN PER C.O.B. STD. T-1. ■ ■ �� ■ ■ �� ■ ■ ■� TRACT BOUNDARY OVER D.6D' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALKYD. OFC BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. Y' PHASE BOUNDARY 10 EXISTING UTILITY POLE TO BE RELOCATED. 01 -47 .� FURNISH &INSTALL METRD STREET SIGN PER C.O.B. STD. T-1. 4. PER C.O.B. STD. D 14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) -o- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. I - h EDGEOFCENTERLINE 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 1Q INSTAL_ TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER Know what's below. EDGE OF PAVEMENT COORDINATE APPLICATiON OF RELOCATION WITH CITY. CALTRANS STANDARD PLAN A73C. Cal I before you Cil -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.BSTD. ST -14. ic INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SiGN WITH OM4-3 MARKER AT THE PHASE J �a SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 13 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. - - - - - A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE STD. DET. ST -18 onn SECTION DESIGNATION SIGN WITH CONSTRUCTiON OF ADJACENT PHASE. # 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER 2 SKEET WHERE PER C.O.B. STD. DET. T-33. SECTION IS SHoM CITY RECORDS NO: ( I 111 50. nd VERT. (CURVE f I I !� o I f OR M t7 CV 1+) M f ' if > W M W i I I M I > I Uj j� ,; I ( f 1Uj; __j i i 1 C>> �q I i 0 + 0 to w -} I i r;- to p { "¢ ''' •- co M . ''� I APPROXIMATE STING (ROUND v APPROXI ATE EXISTING GROUIND I v •- a ( j `' i !• > VW a ( oa Q @N �Q (aJN QWQ -W i i z vin L = 311.42' W _ 3142' I - - -- - -�-- 1 -- - -- ---- - - - -- -i-- -�-- - --n - - -- -- - -- -- -- ------ -- --�--- = -' . - n M C to to M M I i I -:APROPOSID-� PLOWLINE ( I IPOPOS ( f >> W WW »Ld w I q CATCH BASIN 0. 3 � f A f STA. 14 25.00, 1 i;352.89 !NORMAL F.L. ELEti�.= ELEV. 00' INV. 1$" N f t 346 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 M 20+00 366 364 362 360 d� 358 356 354 352 1350 348 346 21+00 LEGEND: LEGEND (CONT.): LEGEND (CONT.): CONSTRUCTION NOTES: w' R1-1 A BBREVIA11ONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Q CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1. � FL FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" - STOP "R26(CAT - NO PARKING ANYTIME 2 CONSTRUCT 4.5' (LOCAL STREETS) " " ITEM OF WORK - SEE SCHEDULE Cl`' CL CENTERLINE BVC BEGIN VERTICAL CURVE R3 -7R - RIGHT LANE MUST TURN RGHT W31(CA) - END ® COMBINATION SIDEWALK PER C.O.B. STD ST -5. ELEV ELEVATION EVC END VERTICAL CURVE 1 TAPER NUMBER - SEE TABLE 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1.®' B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION -- o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS SCALE: 1" = 50' E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE -PIPE SIZE ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ® STORM GRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS 4"W UTiUTY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE "A". x 50' 25' O' 50' 100' EC END CURVE TC TOP OF CURB G -GAS IR -IRRIGATION Q CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. ,z PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS S -SEWER 4,t}FESS�O OF VERTICAL CURVE GB GRADE BREAK ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: DIRECTED BY ENGINEER. 3 Ep{ P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY e` eC � f PA PROPERTY UNE A.P. ANGLE POINT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Q INSTAL_ TYPE 111 BARRICADE PER CALTRANS STANDARD PLAN E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER AND SEWER DETAILS. A73C WiTH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE v T.O.S. TOP OF SUMP0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS 2. LOCAL STREETS - PAVEMENT TO BE D.2D' TYPE "B" A.C. AND SALVAGE SIGN WiTH THE CONSTRUCTiON OF ADJACENT PHASE s J ".2 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. Sid. ST -13. OVER D.40' AGGREGATE BASE OVER D.50' O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WiNGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON SHEET 8. EXISTING SURVEY MONUMENT PER C.O.B. STD. ST -7. UNLESS OTHERWISE NOTED) " " ?'% h ( ) 3. GOSFORD ROAD -PAVEMENT TO BE D.45 TYPE A A.C. Q PAINT 12' LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS CA�l�'� -+- FURNISH & INSTAL_ STREET SIGN PER C.O.B. STD. T-1. ■ ■ �� ■ ■ �� ■ ■ ■� TRACT BOUNDARY OVER D.6D' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALKYD. OFC BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. Y' PHASE BOUNDARY 10 EXISTING UTILITY POLE TO BE RELOCATED. 01 -47 .� FURNISH &INSTALL METRD STREET SIGN PER C.O.B. STD. T-1. 4. PER C.O.B. STD. D 14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) -o- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. I - h EDGEOFCENTERLINE 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 1Q INSTAL_ TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER Know what's below. EDGE OF PAVEMENT COORDINATE APPLICATiON OF RELOCATION WITH CITY. CALTRANS STANDARD PLAN A73C. Cal I before you Cil -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.BSTD. ST -14. ic INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SiGN WITH OM4-3 MARKER AT THE PHASE J �a SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 13 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. - - - - - A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE STD. DET. ST -18 onn SECTION DESIGNATION SIGN WITH CONSTRUCTiON OF ADJACENT PHASE. # 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER 2 SKEET WHERE PER C.O.B. STD. DET. T-33. SECTION IS SHoM CITY RECORDS NO: 111 EX. GOSFORD ROAD SEE SHEET 6 GOSFORD ROAD SEE SHEET 6 5 4 3 F C U cc PHASE 1 CLASS 2 AGG. BASE TEMPORARY TURN -AROUND SECTION SCALE: N.T.S. CREEK BEND DRIVE WHITE FISH WAY SEE SHEET 8 SEE SHEET 7 CREEK BEND DRIVE SEE SHEET 8 366 364 362 360 358 356 354 352 350 348 346 EAGLE PASS WAY SEE SHEET 7 BRISTOL SPRING AVENUE STA. 10+00.00 C.L. TO 20+80.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL r11 - L0 u V_ 1 N O C> C> Ld r - N ���U C) / 0 J 4: ry H O CM m Q z �d^ 3 ^ L mC>� i1 F -NN U Q Q Q iYv~icl, i- N 9�fiaw SWALE 7 / 2 n i TEMP TURNAROUND `14 EASEMENT PER DOC.1 217115299 � 0 LL - Coll .0m, LLOrn 00 n M O O H N N U gQ Q N N CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1D 20.00' 31.42' 20.00' 90'0 OV 2� 42.00' 248.34' 22.74' 303 07'34" 10+00 366 364 362 360 358 356 354 352 350 348 346 10+00 11+00 12+00 13+00 14+00 VERT. RVE N Cf M i �'' v I � j i cnQ I 1 50. ' I CL I � Irj pe) tc. 3 i Ki i M t ��. c ( M J J I Z J w C5 r o 1 1 g T i i mo i_ Z ¢^W �t Z O i i 0 I � + I Cdr n a i Os m n J 'th { I Of j I M M ( _h `U _h J M ( ? Z O m w w v~i > Q i .. F v W ¢ v¢ W w { j APPR� XIMATE XISTING GROUND CU) o d L= > 1.42 { --- W W W W i/i C� fn 2 W i i I W fn { f i -�- �- -- --�- -- - - -� - -- - ----_-- --' - -- -- S=0.37% S=0.84.76- i 1 kOWLINE MKNi ri M i PROPO NORTH I W W PHASE O�tJNDAR PR OSED N TH FLOWNE CATCH BASIN N . 6 M M M M S _ 0.25% w W w TA. 15+ 00, ELE 353.80' wW w (W> STA. 10#30.00, M V. 353.186 0.00, F. I { >' 1 J J J J �M{ ^' a I RESSE F.L..=352.42' I a s a Ui a I I iIEV LE 3480' INV. 118" S i a a a i I i I � i 10+00 366 364 362 360 358 356 354 352 350 348 346 10+00 11+00 12+00 13+00 14+00 VERT. RVE 11 Cf M i �'' v 15+00 16+00 17+00 19+00 20+00 366 364 362 360 358 356 354 352 350 348 346 21+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 20+00 366 364to 362 1360 358 --- 356 354 352 350 348 N � � 1 CV 1 M W i � � ►? i { � � � � i 3 � i �y IA ; � � W � W Mo �Y�^ -APPROXIMATE EXIS'NG GROUND oE d • ¢ APPROXIMATE "STING Gtoto (OI1N0 ! v d v v • d w cn �m in m la.l in L = 1.42 -- - -- -- ' I S -O 2- 3=-0.25# W-iciv, 5=0�S=0.3.50% > W P ASE BOUNDARY C-4 � to �PRO)'OSED SOUTH FLOWLINE www SIA. 346 21+00 LEGEND: LEGEND (CONT.) LEGEND (CONT.): CONSTRUCTION NOTES: _ ABBREVIATIONS _:_ FURNISH & INSTAL_ TRAFFIC SIGNS PER C.O.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1. a a a • > FL FLOWLINE POVC POINT ON VERTICAL CURVE R1-1 - STOP R26(CA) - NO PARKING ANYTIME 2 CONSTRUCT 4.5 (LOCAL STREETS) a a a a ITEM � WORK -SEE SCHEDULE CL CENTERLINE BVC BEGIN VERTICAL CURVE R3 -7R - RIGHT LANE MUST TURN RGHT W31(CA) - END ® COMBINATION SIDEWALK PER C.O.B. STD ST -5. CA ELEV ELEVATION EVC END VERTICAL CURVE O1 TAPER NUMBER -SEE TABLE O3 INSTALL STREET SIGN PER C.O.B.TANDARD DETAIL T-1. 4 B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE �---PIPE SIZE ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN SCALE: 1 " 50' BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ® STORM DRAIN MANHOLE -REFER TO SEWER & STORM DRAIN PLANS 4"W UTILITY: W -WATER D -DRAIN R.S.P. A88A 2002 RSP CASE W. EC END CURVE TC TOP OF CURB G -GAS IR -IRRIGATION O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. � 50' 25' O' S0' 100' PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT � CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS S -SEWER © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS OF VERTICAL CURVE GB GRADE BREAK S SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: DIRECTED BY ENGINEER.' u P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY S' e iOF SSIp PA PROPERTY UNE A.P. ANGLE POINT 1. SEE SEWER AND STEM DRAIN PLANS FOR STORM DRAIN O INSTAL. TYPE 111 BARRICADE PER CALTRANS STANDARD PLAN �l I- P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS AND SEWER DETAILS. A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE"' ��� T.O.S. TOP OF SUMP a a AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE B A.C.r$4 © FURNISH & INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. OVER OAV AGGREGATE BASE OVER 0.50' O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER EXISTING SURVEY MONUMENT CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY W/3 WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON SHEET & PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE OAT TYPE "A" A.C. �9 PAINT 12" OMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS � OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALI<YD. ' FURNISH &INSTAL STREET SIGN PER C.O.B. STD. T-1. o s s TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. i�T IVs -Q PHASE BOUNDARY a a > 10 EXISTING UTILITY POLE TO BE RELOCATED. FURNISH &INSTAL_ METRO STREET SIGN PER C.O.B. STD. T-1. 4. ALL. CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) -o- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. A/ �/ 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. i2 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER � p Know what's below. EDGE OF PAVEMENT COORDINATE APPLICATION OF RELOCATION WITH CITY. CALTRANS STANDARD PLAN A73C. -e- FURNISH &INSTAL STREET UGIiT--9500 LUMEN PER C.O.B. STD. ST -14. ic INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE Cal before you dig. i3 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT STD. DET. ST -18. _ - - - - A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 14 FURNISH &INSTALL INTERCONNECT CONDUIT &PULL BOXES PER SHEET WHEN 2 PER C.O.B. STD. DET T-33. p - SECTION IS SHO�ARd CITY RECORDS NO: 11 10+3 00, ELE 353.80' M M M I { �M{ ^' a i a a a i j I 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 20+00 366 364to 362 1360 358 --- 356 354 352 350 348 N � � 1 CV 1 M W i � � ►? i { � � � � i 3 � i �y IA ; � � W � W Mo �Y�^ -APPROXIMATE EXIS'NG GROUND oE d • ¢ APPROXIMATE "STING Gtoto (OI1N0 ! v d v v • d w cn �m in m la.l in L = 1.42 -- - -- -- ' I S -O 2- 3=-0.25# W-iciv, 5=0�S=0.3.50% > W P ASE BOUNDARY C-4 � to �PRO)'OSED SOUTH FLOWLINE www SIA. 346 21+00 LEGEND: LEGEND (CONT.) LEGEND (CONT.): CONSTRUCTION NOTES: _ ABBREVIATIONS _:_ FURNISH & INSTAL_ TRAFFIC SIGNS PER C.O.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1. a a a • > FL FLOWLINE POVC POINT ON VERTICAL CURVE R1-1 - STOP R26(CA) - NO PARKING ANYTIME 2 CONSTRUCT 4.5 (LOCAL STREETS) a a a a ITEM � WORK -SEE SCHEDULE CL CENTERLINE BVC BEGIN VERTICAL CURVE R3 -7R - RIGHT LANE MUST TURN RGHT W31(CA) - END ® COMBINATION SIDEWALK PER C.O.B. STD ST -5. CA ELEV ELEVATION EVC END VERTICAL CURVE O1 TAPER NUMBER -SEE TABLE O3 INSTALL STREET SIGN PER C.O.B.TANDARD DETAIL T-1. 4 B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE �---PIPE SIZE ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN SCALE: 1 " 50' BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ® STORM DRAIN MANHOLE -REFER TO SEWER & STORM DRAIN PLANS 4"W UTILITY: W -WATER D -DRAIN R.S.P. A88A 2002 RSP CASE W. EC END CURVE TC TOP OF CURB G -GAS IR -IRRIGATION O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. � 50' 25' O' S0' 100' PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT � CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS S -SEWER © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS OF VERTICAL CURVE GB GRADE BREAK S SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: DIRECTED BY ENGINEER.' u P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY S' e iOF SSIp PA PROPERTY UNE A.P. ANGLE POINT 1. SEE SEWER AND STEM DRAIN PLANS FOR STORM DRAIN O INSTAL. TYPE 111 BARRICADE PER CALTRANS STANDARD PLAN �l I- P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS AND SEWER DETAILS. A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE"' ��� T.O.S. TOP OF SUMP a a AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE B A.C.r$4 © FURNISH & INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. OVER OAV AGGREGATE BASE OVER 0.50' O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER EXISTING SURVEY MONUMENT CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY W/3 WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON SHEET & PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE OAT TYPE "A" A.C. �9 PAINT 12" OMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS � OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALI<YD. ' FURNISH &INSTAL STREET SIGN PER C.O.B. STD. T-1. o s s TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. i�T IVs -Q PHASE BOUNDARY a a > 10 EXISTING UTILITY POLE TO BE RELOCATED. FURNISH &INSTAL_ METRO STREET SIGN PER C.O.B. STD. T-1. 4. ALL. CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) -o- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. A/ �/ 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. i2 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER � p Know what's below. EDGE OF PAVEMENT COORDINATE APPLICATION OF RELOCATION WITH CITY. CALTRANS STANDARD PLAN A73C. -e- FURNISH &INSTAL STREET UGIiT--9500 LUMEN PER C.O.B. STD. ST -14. ic INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE Cal before you dig. i3 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT STD. DET. ST -18. _ - - - - A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 14 FURNISH &INSTALL INTERCONNECT CONDUIT &PULL BOXES PER SHEET WHEN 2 PER C.O.B. STD. DET T-33. p - SECTION IS SHO�ARd CITY RECORDS NO: 11 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 30.00' 46.91' 29.79' 89'3532" 3 30.00' 47.34' 1 30.21' 9024'28" O 35.00' 27.13' 14.29' 4424'57" 5 42.00' 197.06' 42.87' 268'49'55" um N 88'59'36" W 62.00' N 88'59'36" W 56.00' S 88'59'36" E 56.00' I S 88'59'36" E 62.00' TEMPORARY SUMP VOLUME REQUIRED:0.074 AF VOLUME PROVIDED:0.075 AF TO BE CONSTRUCTED WITH PHASE 1 AND REMOVED WITH PHASE 3 (SUMP NOT REQUIRED IF PHASE 3 IS DEVELOPED WITH PHASE 1) A DETAIL A 1 " = 20' 4 3' 34' , 3' J B SECTION 4 TEMPORARY SUMP SCALE: N.T.S GOSFORD ROAD CREEK BEND DRIVE EAGLE PASS WAY SEE SHEET 6 SEE SHEET 8 SEE SHEET 7 GOSFORD ROAD SEE SHEET 6 366 364 362 360 358 356 354 352 350 348 346 RETENTION BASIN CANYON TRAIL AVENUE STA. 10+00.00 C.L. TO 21+57.46 C.L. SCALE: t" = 50' HORIZONTAL 1" = 5' VERTICAL / / At I 13+00 VOLUME REQUIRED: 0.074 AF j AREA 1: 0.37 AC, C1=0.4 (0.37)(0.4)(0.15) = 0.022 AF ABBREVIATIONS FL FLOWUNE POVC AREA 2: 0.45 AC, C2=0.76 O1 (0.45)(0.76)(0.15) = 0.051 AF BEGIN VERTICAL CURVE TOTAL VOLUME REQUIRED: 0.022+0.051 = 0.073 AF VOLUME PROVIDED: 0.075 AF a cn---------------- B.C.R. BEGIN CURB RETURN PI 0.05 X 1.5' = 0.075 AF M�Ii y E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE R3 -7R - RIGHT LANE MUST TURN RGHT W31(CA) END BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE COMBINATION SIDEWALK PER C.O.B. STD ST -5. EC END CURVE TC I PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE GI3 GRADE BREAK P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN PA PROPERTY UNE A.P. ANGLE POINT j E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER O' 50' 100' T.O.S. TOP OF SUMP VERT CURVE © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + I -<D-- FURNISH & INSTALL STREET UGHT--5800 LUMEN PER C.O.B. STD. ST -14. -cam- FURNISH & INSTALL STREET UGHT--9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. Q �7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET: ST -7 ON SHEET 8. PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO � STANDARD SPECIFICATION PTH-02ALKYD. 0�0 BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. M EXISTING UTILITY POLE TO BE RELOCATED. PHASE BOUNDARY4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS I II PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) 'h "If EDGE OF PAVEMENT 5 ALL UND.INSTALL POLES TO BE RELOCATED OCITY. 12 TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER 00 COORDINATE APPLICATION OF RELOCATION WITH OO I Ic INTERCONNECT CONDUIT 6. INSTAL_ W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE tl" CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. 0111 before you dig. J i BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT j I f I c4 C4}} N p0pp cj13 - - - - - - SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 14 M_ SHEET WHERE 2 PER C.O.B. STD. DET. T-33. SFcnoN is q4nWN N M to I M I n U01I M M M I M > > LU 00 MCR cn M W 3 I , M• 3 ^ LID M>�� i I I I W W W W -1 M E I o tt�"I I w ' 't o�fu� I (� ( i ! I QwW CIS! M I j lidI - E ! r 'd' .d' ,' ! E I I 1 I _ to 00 > I s i Z Q i J; WLL: I ^ I .M- ¢ W E { I to M I ! I M N M C 1 N ! I^ I I ( co c0 Z M I i i Q i ! MO cq N + t m �p -i rn 0) C4 LID C4 M m Oi' -j p n i o + n M + I 0i N M I Go Q O M I O" .> I O 'a V �-i a �- U> V L i V --- + I Q v ��� C.V Q �� c5 D;M I �i V �I��> Qin. �, i I I I I V I tQ- fi':iQ- �N ' w NP i,i adw I I � CSI C3W C� Z W W ZI C3 W m W I W C� (/) Z p W i APPRO MATE "STING G R ND I + � cn (/) W L 46.91 'S N I ! PPROXIM TE I I I cn O 47 i Q _ ( m cn 4! I 30% ! E)gSS�NG GR ND nVIUA L - 31.42 , L = 31.42' - --- 1Q-. - ---- n' -- - --- �� g0 --- ROU(i ADE p --- STING tit -- I ---- - ' - L -- 31.42 - L - 31.42' - -- i------- -- I ---- I -- -�-- i ---r---I- I I - S=0.25 - - - S - - 0.26% - - ``' o m �n •- ,n d v aD L 47-1 �=-0.33 I- � ,Un , p, APPRO ROUGH I "' Tri M I ( �6 L= 31.42' L 31.42' S 0.50% - S-0.24 _ S 0.26% I rn S S w > PROPOSED NOR FLOWUN LU Uj M - - - ao °' Ln U =0.26% S=-0.51% 1.16% ( I a ' w -Lq ' '� O M "' M I MIM "' + I PROPOSED ORTH FL WUNE PROPOSED I TH FLO NE W Uj _ - - I i W I I MMM PR TH FLOW�NE W W CAT + BASIN ! N0. 9 I '� w w ` I E I i I I I 10+00 11+00 12+00 13+00 14+00 366 364 362 360 358 356 354 352 350 348 15+00 16+00 17+00 18+00 19+00 20+00 21+00 366 364 362 360 358 356 354 352 350 348 346 22+00 22+50 346 10+25 TEMPORARY SUMP CALCULATIONS: 13+00 VOLUME REQUIRED: 0.074 AF j AREA 1: 0.37 AC, C1=0.4 (0.37)(0.4)(0.15) = 0.022 AF ABBREVIATIONS FL FLOWUNE POVC AREA 2: 0.45 AC, C2=0.76 O1 (0.45)(0.76)(0.15) = 0.051 AF BEGIN VERTICAL CURVE TOTAL VOLUME REQUIRED: 0.022+0.051 = 0.073 AF VOLUME PROVIDED: 0.075 AF a AREA(MID) 0.05 AC B.C.R. BEGIN CURB RETURN PI 0.05 X 1.5' = 0.075 AF M�Ii y E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE R3 -7R - RIGHT LANE MUST TURN RGHT W31(CA) END BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE COMBINATION SIDEWALK PER C.O.B. STD ST -5. EC END CURVE TC I PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE GI3 GRADE BREAK P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN PA PROPERTY UNE A.P. ANGLE POINT j E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER O' 50' 100' T.O.S. TOP OF SUMP VERT CURVE © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + I -<D-- FURNISH & INSTALL STREET UGHT--5800 LUMEN PER C.O.B. STD. ST -14. -cam- FURNISH & INSTALL STREET UGHT--9500 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. �7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET: ST -7 ON SHEET 8. PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO � STANDARD SPECIFICATION PTH-02ALKYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 EXISTING UTILITY POLE TO BE RELOCATED. PHASE BOUNDARY4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS II PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) 'h "If EDGE OF PAVEMENT 5 ALL UND.INSTALL POLES TO BE RELOCATED OCITY. 12 TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER 00 COORDINATE APPLICATION OF RELOCATION WITH CALTRANS STANDARD PLAN A73C. Ic INTERCONNECT CONDUIT 6. INSTAL_ W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE 13 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. 0111 before you dig. J SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT STD. DET. ST -18. A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE c4 C4}} - - - - - - SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 14 M_ SHEET WHERE 2 PER C.O.B. STD. DET. T-33. SFcnoN is q4nWN N M to I M I U01I M M M I W W 00 W 1 3 , 4 W i W W -1 E I I j ' 't I (� ( i ! =W I CIS! M E ! Q' Q .d' ,' ! i to 00 > to t M .M- •M-- fn E I to M C> 2 ( I M N I I ( Z M I i I i I+ ( MO cq N + ( rn C4 LID C4 M 1H� I o + n M + I 0i N M I Go '�> 0+0 .- cl;I CA �, i N N I _ NP I I I � CSI C3W V� C3 I � }} V W V J Q Q I cn O 47 cn ( m cn 4! W m W W ADD nVIUA , N N 1Q-. ..' ( I APPRO ([MATE STING tit NO N -``YY - \I L 47-1 I- � p, APPRO ROUGH MATE I GRADE 5 I ( L= 31.42' L 31.42' I - S-0.24 S=0.25 S 0.26% rn S - 0.29% � =0.26% S=-0.51% 1.16% ( I ' i f ( I C4N PROPOSED I TH FLO NE _ - - I i W I I MMM PR TH FLOW�NE CAT + BASIN ! N0. 9 I '� w w ` I E I i I I I i E I STA. 1 +03.51,F.L.�- IE w a w I , a a DEPRE F.L. 35 .63' I 1 I EL.EV.t6.50' TNI/ 18" N i ! 346 10+25 TEMPORARY SUMP CALCULATIONS: 13+00 VOLUME REQUIRED: 0.074 AF NOTES: AREA 1: 0.37 AC, C1=0.4 (0.37)(0.4)(0.15) = 0.022 AF ABBREVIATIONS FL FLOWUNE POVC AREA 2: 0.45 AC, C2=0.76 O1 (0.45)(0.76)(0.15) = 0.051 AF BEGIN VERTICAL CURVE TOTAL VOLUME REQUIRED: 0.022+0.051 = 0.073 AF VOLUME PROVIDED: 0.075 AF END VERTICAL CURVE AREA(MID) 0.05 AC B.C.R. BEGIN CURB RETURN PI 0.05 X 1.5' = 0.075 AF M�Ii y E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 02 I � t ! Al ;r CTV GF C& o Qdt� 3- 11+00 0 A ot7- 12+00 13+00 14+00 NOTES: LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE O1 CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE ® ITEM OF WORK - SEE SCHEDULE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE R3 -7R - RIGHT LANE MUST TURN RGHT W31(CA) END BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE COMBINATION SIDEWALK PER C.O.B. STD ST -5. EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE GI3 GRADE BREAK P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN PA PROPERTY UNE A.P. ANGLE POINT 4"W UTIUTY. W -WATER D -DRAIN E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER O' 50' 100' T.O.S. TOP OF SUMP G -GAS IR -IRRIGATION S -SEWER © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -<D-- FURNISH & INSTALL STREET UGHT--5800 LUMEN PER C.O.B. STD. ST -14. -cam- FURNISH & INSTALL STREET UGHT--9500 LUMEN PER C.O.B. STD. ST -14. 15+00 16+00 17+00 18+00 19+00 20+00 21+00 366 364 362 1360 358 356 354 352 350 348 346 22+00 22+50 00 0 N 0 C� Z W z z W J_ CD z W af0 Q LEGEND (C0� LEGEND (C0� CONSTRUCTION NOTES: -*- FURNISH & INSTAL_ TRAFFIC SIGNS PER C.O.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1. "R1-1" w STOP "R26(CAT _ NO PARKING ANYTIME ® ITEM OF WORK - SEE SCHEDULE O CONSTRUCT 4.5' (LOCAL STREETS) R3 -7R - RIGHT LANE MUST TURN RGHT W31(CA) END COMBINATION SIDEWALK PER C.O.B. STD ST -5. --- - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER - SEE TABLE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. /-PIPE SIZE ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN SCALE: 1 " = 50' 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 4"W UTIUTY. W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE W. 50' 25' O' 50' 100' Istr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. G -GAS IR -IRRIGATION S -SEWER O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS S SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: DIRECTED BY ENGINEER. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. �7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET: ST -7 ON SHEET 8. PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALKYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 EXISTING UTILITY POLE TO BE RELOCATED. PHASE BOUNDARY4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS - - - CENTERUNE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) 'h "If EDGE OF PAVEMENT 5 ALL UND.INSTALL POLES TO BE RELOCATED OCITY. 12 TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER Know what's below. COORDINATE APPLICATION OF RELOCATION WITH CALTRANS STANDARD PLAN A73C. Ic INTERCONNECT CONDUIT 6. INSTAL_ W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE 13 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. 0111 before you dig. J SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT STD. DET. ST -18. A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE - - - - - - SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER SHEET WHERE 2 PER C.O.B. STD. DET. T-33. SFcnoN is q4nWN 911111NII' �dddd� MISTY WATER WAY P"e SEE SHEET 7 WIND CAVE WAY SEE RIGHT HEREON SCALE: 1 " = 50' 50' 25' O' 50' 100' r o N i� I! f _~I /Uj O O A/ Z N .J J ^Q U ti I.J. C-4 C-4 m!!e DKK i moo Q. N N U N88'59'36'W r 50� 21+00 7 SWALE 4 o _ / N _4.I Uti Q N N TEMP TURNAROUND ": EASEMENT PER DOC.#217115300 a++ _NN ZNN 117 PHA S1=1.__7 5 JOSHUA TREE WAY (Fvn# E CwlY 7 >1 RL ` 770N) SEE SHEET 8 364 362 360 358 356 354 352 350 348 346 344 10+7511+00 12+00 LINDEN TREE AVENUE STA. 10+00.00 C.L. TO 20+73.12 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 364 5 I munow • ��..i ) 1 i f I I u u u pz CN LC 362 o cin rn.14 .N N N � Z U� o� _j _j _j-1 } 4J W UO (3 U: Q C3 U: 0 U: r- Z 00 00 0))to M _Z 3r ..J N a, OO WO) NN Oa) 360 tV J O! d+d+ .- ZUU goo Y0O Foo I o U HH UIQ -H �IQ-H NICO _ a) cn cn cn cn a cn cn I W ``N'' 15W i RETENTION BASIN T. CU VE t. f .1 77 M I '00 I ' N W STA. 10+00.00 C.L. LINDEN TREE AVENUE _ o ' } { I N01'00'24"E-140.00' 24 D J 1 5 I 000 + LU c°5 m 3 Q - -- �o � � � EASEMENT 356 GROUND 0) i PER , 1 a+ °o$ z{ zo !! �' !! 28 !! 5' o 5' DRIVEWAY STA. 16+54.74, F.L. $ M : m0 o C cn ...i _I N ci i mf09 � to I o ,. 354 cn 00 M o STA. 15+82.64 C.L. 87.05 RT. _ N C O g I oo 1 20' 20' STA 16+71.01 F.L. + o+ vii 1 30' 30' 1 N C-4 W .�-to a d¢ 27 0 i C. GRAD K i a N N O d a am in cn v ,a 1 ' STA. 15+80.00 C.L. 100.40 RT =; STA. 16+84.71 F.L. OR OM! U! cn cn LINDEN TREE AVENUE M O Il WIND CAVE WAY STA. 14+20.00 C.L. TO 15+60.00 350 SCALE: 1" = 50' HORIZONTAL 50' 25' o' 50' 1 1" = 5' VERTICAL j L=13.70' i PROP WEST FLOWUNE ' 348 M C3 i 1 346 i W { I a 344 10+50 11+00 12+00 W 1 m� I o1z 1 j !tiW W W > "� LAj �. o Z v>nW00 .J Z I U Q o0 ^ W O I �^ �; pp tL� o m n _I i n O m+ I M Oto ✓ CC i I ( I Im ZmT'- Q { I I > acs �Q cQi CC >: wcn Q o APPROXIMATE APPROXIMATE EXISTING OUND OUND j I �`- 1 i U 3 3 j Q � ad 113w in i ( wcn -� c-0cnz W I APP OXIMATE STING GROUND I "fu; 1 W W to { EXISTING` I cd cn CL Wcn w i -- - -- - -- -- --I-- -- - ---1-- ---- - - - L= 31.42 L{= 31.42' f I ` =-0.55% S=0.55% I ( } r 14�PROP I NORTH FLON NNE j ( Un P OPOSED SOUTH FL WI INE PROPO NORTH OWLINE ROPOSEq SOUTH OWMLINE I o°'o oo rn S=- .50% I ( i I f M•MM CATCH BASIN N0. 13 W j w j � j "i i { > � I J J J ST k. 15+6500, F.L a a a a f I I 1 i 1 a r N MAL F.L.ELEV.= 350.86' �,• 1 0.69 i I 346.1 ' INV. 1" I f 364 5 I munow • ��..i ) 1 i f I I u u u pz CN LC 362 o cin rn.14 .N N N � Z U� o� _j _j _j-1 } 4J W UO (3 U: Q C3 U: 0 U: r- Z 00 00 0))to M _Z 3r ..J N M OO WO) NN Oa) 360 tV J O! d+d+ .- ZUU goo Y0O Foo I o U HH UIQ -H �IQ-H NICO _ a) cn cn cn cn a cn cn I W ``N'' 15W i RETENTION BASIN i t. f o+ 77 M 358 APPROXIMATE ' N W STA. 10+00.00 C.L. LINDEN TREE AVENUE _ o 15+00 _ STA. 15+60.00 C.L. WIND CAVE WAY I N01'00'24"E-140.00' 24 D J 1 5 I 000 + LU c°5 m 3 Q - -- �o � � � EASEMENT 356 GROUND 0) i PER , 1 a+ °o$ z{ zo !! �' !! 28 !! 5' o 5' DRIVEWAY STA. 16+54.74, F.L. $ �Ild : m0 o Q cn ...i _I N ci i mf09 � to I o ,. 354 cn 00 P.R.C. o STA. 15+82.64 C.L. 87.05 RT. _ N C O g I oo 1 20' 20' STA 16+71.01 F.L. + o+ vii 1 30' 30' 1 N C-4 W .�-to a d¢ 27 0 i C. GRAD K i a N N O d a am in cn v ,a 1 ' STA. 15+80.00 C.L. 100.40 RT =; STA. 16+84.71 F.L. 352 U! cn cn LINDEN TREE AVENUE .C14 W.1 SEE LEFT HEREON WIND CAVE WAY STA. 14+20.00 C.L. TO 15+60.00 350 SCALE: 1" = 50' HORIZONTAL 50' 25' o' 50' 1 1" = 5' VERTICAL i L=13.70' i PROP WEST FLOWUNE ' 348 i i 346 i { I t j 344 10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 364 362 360 358 356 354 352 350 348 346 i 344 21+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 364 362 360 358 356 354 352 350 348 I 346 344 21+00 364 362 360 358 356 354 352 350 348 345 PHASE 5 I munow • ��..i ) 1 i f I I u u u pz CN LC I o cin rn.14 .N N N � Z U� o� _j _j _j-1 } 4J W UO (3 U: Q C3 U: 0 U: r- Z 00 00 0))to M _Z 3r ..J N M OO WO) NN Oa) NM nn tV J O! d+d+ .- ZUU goo Y0O Foo I o U HH UIQ -H �IQ-H NICO _ a) cn cn cn cn a cn cn I W ``N'' 15W i RETENTION BASIN i t. f o+ 77 M INTERSECTION APPROXIMATE ' N W STA. 10+00.00 C.L. LINDEN TREE AVENUE _ o 15+00 _ STA. 15+60.00 C.L. WIND CAVE WAY I N01'00'24"E-140.00' 24 D J 1 5 I 000 + LU c°5 m 3 Q - -- �o � � � EASEMENT EXISTIN GROUND 0) i PER , 1 a+ °o$ z{ zo !! �' !! 28 !! 5' o 5' DRIVEWAY STA. 16+54.74, F.L. $ �Ild : m0 o tr o 1 ...i _I N ci i mf09 � to I o ,. NCL cn 00 P.R.C. o STA. 15+82.64 C.L. 87.05 RT. _ N C O g I oo 1 20' 20' STA 16+71.01 F.L. + o+ vii 1 30' 30' 1 N C-4 W .�-to a d¢ 27 0 i C. GRAD K i a N N O d a am in cn v ,a 1 ' STA. 15+80.00 C.L. 100.40 RT =; STA. 16+84.71 F.L. S=-0.35 U! cn cn LINDEN TREE AVENUE .C14 W.1 SEE LEFT HEREON WIND CAVE WAY STA. 14+20.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' SCALE: 1" = 50' HORIZONTAL 50' 25' o' 50' 1 1" = 5' VERTICAL i L=13.70' i PROP WEST FLOWUNE ' L=13.70f i i I i { I t j o1z �; O m+ I M Oto ✓ CC i I ( I Im { I o¢ Q o APPROXIMATE OUND 1 ci N ( I APP OXIMATE STING GROUND I } W to EXISTING` I ao � w I I ` =-0.55% S=0.55% I P OPOSED SOUTH FL WI INE ROPOSEq SOUTH OWMLINE I o°'o oo rn I i I ( I M•MM > I J J J f I 1 i 1 a r i 4 1 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 364 362 360 358 356 354 352 350 348 I 346 344 21+00 364 362 360 358 356 354 352 350 348 345 PHASE 5 I munow • ��..i ) 1 i f u u u pz CN LC I o cin 3 w N .N N N � Z U� o� _j _j _j-1 } 4J W UO (3 U: Q C3 U: 0 U: r- Z 00 00 0))to M _Z 3r ..J N M OO WO) NN Oa) NM nn �-� �... _j 00u: J +) d+'d+• CCd0'd d+d+ .- ZUU goo Y0O Foo I o U HH UIQ -H �IQ-H NICO _ a) cn cn cn cn a cn cn R jW Q:,0 o oW W ``N'' 15W cn cn z Q Q O Q cn RETENTION BASIN LiI t. f o+ 77 2 INTERSECTION APPROXIMATE ' N W STA. 10+00.00 C.L. LINDEN TREE AVENUE _ o 15+00 _ STA. 15+60.00 C.L. WIND CAVE WAY 18"D_ N01'00'24"E-140.00' 24 D J 1 5 I 000 + LU c°5 m 3 Q - -- �o � � � EASEMENT EXISTIN GROUND 0) i PER , 1 a+ °o$ z{ zo !! �' !! 28 !! 5' o 5' DRIVEWAY STA. 16+54.74, F.L. $ �Ild : m0 o tr o 1 ...i _I N ci i mf09 � to I o ,. NCL cn 00 P.R.C. o STA. 15+82.64 C.L. 87.05 RT. _ N C O g W oo 1 20' 20' STA 16+71.01 F.L. + o+ vii 1 30' 30' 1 N C-4 W .�-to a d¢ 27 0 i C. GRAD K i a N N O d a am in cn v ,a 1 ' STA. 15+80.00 C.L. 100.40 RT =; STA. 16+84.71 F.L. S=-0.35 U! cn cn LINDEN TREE AVENUE .C14 W.1 SEE LEFT HEREON WIND CAVE WAY STA. 14+20.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' SCALE: 1" = 50' HORIZONTAL 50' 25' o' 50' 1 1" = 5' VERTICAL i 344 14+00 364 362 360 358 356 354 352 350 348 346 344 15+00 { I I 1 i f � CN LC I � rn M M F >zj j M F, Y J W { I o ._tl Q W ``N'' W LiI f o+ Z W APPROXIMATE N W o 0 M ! I i APPROXIMATE j 000 + LU c°5 m + Q + U EXISTIN GROUND c i a+ m zo I ACU I �Ild - ( U NI i mf09 m NCL =-0.35 I 0 d W - - - M N C-4 S=-0 35% S=-0.35 LU .C14 W.1 ll? PROP EAST FLOWLINE a I a a I I i i L=13.70' i PROP WEST FLOWUNE ' L=13.70f i i I i { I t j 344 14+00 364 362 360 358 356 354 352 350 348 346 344 15+00 { I I 1 i f � CN LC I M z F >zj j IY � I o Lo o m + f o+ Z W APPROXIMATE LU c°5 113 HIM SND f m i U { c i �Ild - - S --:--86Z =-0.35 0 M M N C-4 LU .C14 W.1 ll? PROP EAST FLOWLINE a I a a I I i i i I I ' I 14+00 15+00 16+00 364 362 360 358 356 354 352 350 348 346 344 15+75 364 362 360 358 356 354 352 350 348 346 344 17+00 LEGEND: LEGEND (CONT.): LEGEND (CONT.): CONSTRUCTION NOTES: CURVE TABLE R1-1 SIDEWALK TO BE CONSTRUCTED WITH PHASE 5. PEDESTRIAN CURVE RADIUS LENGTH TANGENT DELTA ABBREVIATIONS i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION O1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1. 15 EASEMENT TO BE DEDICATED PER FINAL MAP FL FLOWLINE POVC POINT ON VERTICAL CURVE 'R1-1" - STOP 'R26(CA)" - NO PARKING ANYTIME O2 CONSTRUCT 4.5' (LOCAL STREETS) 1 35.00' 13.70' 6.94' 22'2542" CL CENTERLINE BVC BEGIN VERTICAL CURVE 'R3 -7R' - RIGHT LANE MUST TURN RGHT 'W31(CA)" - END ® ITEM OF WORK -SEE SCHEDULE COMBINATION SIDEWALK PER C.O.B. STD ST -5. 2 84.00' 197.71' 202.08' 134'51'24" ELEV ELEVATION EVC END VERTICAL CURVE O1 TAPER NUMBER - SEE TABLE �3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION - - fl STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS 3 2a00' 31.42' 20.00' 90'00'00" E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE �-PIPE SIZE ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN 4 42.00' 248.34' 22.74' 303'07'34' BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 4"W UTILITY: W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE A . EC END CURVE TC TOP OF CURB G -GAS IR -IRRIGATION O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. 5 35.00' 54.98' 35.00' 90'00'00" PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT � CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS S_SEWER OF VERTICAL CURVE GB GRADE BREAK © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS5 S SEINER - REFER TO SEWER & STORM DRAIN PIANS NOTES: DIRECTED BY ENGINEER. � P.O.C. PONT ON CURVE RJW RIGHT-OF-WAY PA PROPERTY LINE A.P. ANGLE PONT SEWER MANHOLE -REFER SEWER & STORM DRAIN PLANS 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Q INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN d `f E.P. EDGE PAVEMENT CjG CURB AND GUTTER ® AND SEWER DETAILS. A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. w T.O.S. TOP OF SUMP ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY Wj3 WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET ST -7 ON SHEET 8 { EXISTING SURVEY MONUMENT PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) • "� 3. GOSFORD ROAD - PAVEMENT TO BE 0.45 TYPE A A.C. O PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS -}- FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. �!� �!� TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD spECIFlCATION PTH-02ALKYD.n BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. �At -¢- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE 'A" WITH 3.5' OPENINGS 1Q EXISTING UTILITY POLE TO BE RELOCATED. CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORSjARTERIALS) ® ®� .. 0 1 1 s -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 'f/ �/ 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 12 INSTALL TYPE F FLEXIBLE POST (LASS 1 DELINEATOR PER �� Know what's below. EDGE OF PAVEMENT COORDINATE APPLICATION OF RELOCATION WITH CITY. CALTRANS STANDARD PLAN A73C• -cam- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ;c INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE Call before you dig. ACTION SETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT 13 CONSTRUCT TYPE "M' FORMED MEDIAN CURB PER C.O.B. y 3 2 s c i , FUTURE IMPROVEMENTS A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE STD. DET. ST -18. 1 }% k SECTION DESIGNATION SIGN NTH CONSTRUCTION OF ADJACENT PHASE. 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER r SHEET WHERE 2 PER C.O.B. STD. DET. T-33. _ _, SECTION IS SHOWN at��ti �Ild -------------------------- - -S- 1L -� FUTURE R/W PHASE 5 awnfeDEmmondam 366 364 362 360 358 356 354 352 350 348 346 344 PHASE [IN ► Ti]? CANYON TRAIL AVE. SEE SHEET 4 GOSFORD ROAD STA. 20+71.03 C.L. TO 30+26.05 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL -- ---'------------- --_ ---� C--- TO BE REMOVED DURING GRADING CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 47.34' 30.21' 90'24'28' 2 30.00' 46.91' 29.79' 89'35'32" 3 20.00' 31.42' 20.00' 90'00'00" 120+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 55 AV -66 R/W 2' FOOTING EASEMENT 55'-57'AV R W VARIES PER THE FINAL MAP VARIES 1 48'-59'7' 1 9' 12' 1 48'-50' 7' 1 9' VARIES LANDSCAPE BASIN ACCESS u, VARIES I LANDSCAP' EASEMENT ROAD z I EASEMENT 1 11.3'-12' 6' 2' 5 1 121'-13' 6' 2' VARIES Y Q VARIES Y W W Q v> W W Q FUTURE MEDIAN PER M z m FUTURE MEDIAN PER =1z m C.O.B. STANDARDS = VARIES o ,,, M\N• C 0.6 STANDARDS = VARIES o W 01. T-4, T-$ T-17 v i.6% MIN. U- m Q 2� f- T-4, T-& T-17 3 1.6% MIN. m Q 2�1°!A�" 2% 3 _2l 3.4% MAX 2% '/� ?�S�o 2l (� I v¢i 3.4% MAX 2% chi EX. A.C.l „ EX. A.C. l 11 PAVEMENT 0.45' A.C. PAVING PAVEMENT 0.45' A.C. PAVING T.I. 9.0 .60' AcG. BASE 1 T.I. 9.0 60' AGG. BASE 1 "R" VALUE 55 1.45' COMPACTED SUBGRADE "R" VALUE 55 L 1.45' COMPACTED SUBGRADE COMPACTED TO 95% COMPACTED TO 95% GOSFORD ROAD GOSFORD ROAD STA 20+72.21 TO 22+77.53 C STA 23+78.21 TO 30+28.44 D SCALE: N.T.S. 6 SCALE. N.T.S. 6 N LEGEND: M TAPER DATA NO. O ( 0 ABBREVIATIONS M > FL FLOWLINE POVC POINT ON VERTICAL CURVE CE STATION OFFSET FROM CL CL CENTERLINE BVC BEGIN VERTICAL CURVE o o i ( oW v = ELEV ELEVATION EVC Y STA. 20+35.40 48.00 RT. (MATE cn v r PI POINT OF INTERSECTION C) o ` 77- =8 E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE STA. 20+40.40 48.08 RT. I BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE STA. 20+45.40 48.31 RT. N.d. EC END CURVE ( TOP OF CURB WEST FL NE i z+ PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT STA. 20+50.40 48.69 RT. TE v OF VERTICAL CURVE GB GRADE BREAK Q P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY to j ! 20+55.40 49.22 RT. P/L PROPERTY LINE A.p. ANNE POINT -- --- E.P. EDGE OF PAVEMENT C/G J STA. 20+60.40 49.91 RT. PR T.O.S. TOP OF SUMP FLO ! STA. 20+65.40 50.75 RT. Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. STA. 20+95.40 56.25 RT. ® EXISTING SURVEY MONUMENT m STA. 21+00.40 57.09 RT. + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. STA. 21+05.40 57.78 RT. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. STA. 21+10.40 58.31 RT. -o- Go STA. 21+15.40 58.69 RT. -B- M STA. 21+20.40 58.92 RT. STA. 21+25.40 59.00 RT. o ¢ to M M ' ( I W M � W i }F � W LP O ( O N = w W M I I I �- I Ofn + I t+D 2he ! �0 I N Q I { I Q0LJ I I m CI) EAST FLO NNE m N = W Q ' v¢~i � ' APP IMATE EXISTING ND f �- ® I I S=0.25% jj PROP EAST I IOWLINE I -�- %- - -- -- --(-- i -- --1---4---�- ---- -- - -- -- - -0. 1 i-- -- -- =L __ S=4.25% -Ls-=--)-.25% � i T ! P EAST FL WUNE f I I APPROXIMATE EXISTING GROU ! 120+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 55 AV -66 R/W 2' FOOTING EASEMENT 55'-57'AV R W VARIES PER THE FINAL MAP VARIES 1 48'-59'7' 1 9' 12' 1 48'-50' 7' 1 9' VARIES LANDSCAPE BASIN ACCESS u, VARIES I LANDSCAP' EASEMENT ROAD z I EASEMENT 1 11.3'-12' 6' 2' 5 1 121'-13' 6' 2' VARIES Y Q VARIES Y W W Q v> W W Q FUTURE MEDIAN PER M z m FUTURE MEDIAN PER =1z m C.O.B. STANDARDS = VARIES o ,,, M\N• C 0.6 STANDARDS = VARIES o W 01. T-4, T-$ T-17 v i.6% MIN. U- m Q 2� f- T-4, T-& T-17 3 1.6% MIN. m Q 2�1°!A�" 2% 3 _2l 3.4% MAX 2% '/� ?�S�o 2l (� I v¢i 3.4% MAX 2% chi EX. A.C.l „ EX. A.C. l 11 PAVEMENT 0.45' A.C. PAVING PAVEMENT 0.45' A.C. PAVING T.I. 9.0 .60' AcG. BASE 1 T.I. 9.0 60' AGG. BASE 1 "R" VALUE 55 1.45' COMPACTED SUBGRADE "R" VALUE 55 L 1.45' COMPACTED SUBGRADE COMPACTED TO 95% COMPACTED TO 95% GOSFORD ROAD GOSFORD ROAD STA 20+72.21 TO 22+77.53 C STA 23+78.21 TO 30+28.44 D SCALE: N.T.S. 6 SCALE. N.T.S. 6 28+00 29+00 2' FOOTING EASEMENT PER THE FINAL MAP PAD ELEV. 30+00 31+00 "..a,.: 35 34 33 32 BANDELIER DRIVE SEE SHEET 2 SEE SHEET 2 J U: S O et + i¢ N WYNNFIELD LAKES LANE STA.10+00.00 C.L. TO 11+40.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 364 362 360 358 356 354 352 350 348 346 344 10+00 N LEGEND: M TAPER DATA NO. O 0 ABBREVIATIONS M > FL FLOWLINE POVC POINT ON VERTICAL CURVE CE STATION OFFSET FROM CL CL CENTERLINE BVC BEGIN VERTICAL CURVE o o i ( oW v = ELEV ELEVATION EVC END VERTICAL CURVE STA. 20+35.40 48.00 RT. (MATE cn v B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION C) o ` 77- =8 E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE STA. 20+40.40 48.08 RT. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE STA. 20+45.40 48.31 RT. N.d. EC END CURVE TC TOP OF CURB WEST FL NE i z+ PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT STA. 20+50.40 48.69 RT. TE v OF VERTICAL CURVE GB GRADE BREAK Q P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY to j STA. 20+55.40 49.22 RT. P/L PROPERTY LINE A.p. ANNE POINT -- --- E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER STA. 20+60.40 49.91 RT. PR T.O.S. TOP OF SUMP FLO ' NE STA. 20+65.40 50.75 RT. Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. STA. 20+95.40 56.25 RT. ® EXISTING SURVEY MONUMENT STA. 21+00.40 57.09 RT. + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. STA. 21+05.40 57.78 RT. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. STA. 21+10.40 58.31 RT. -o- FURNISH & INSTALL STREET UGHT--5800 LUMEN PER C.O.B. STD. ST -14. STA. 21+15.40 58.69 RT. -B- FURNISH & INSTALL STREET LIGHT --9500 LUMEN PER C.O.B. STD. ST -14. STA. 21+20.40 58.92 RT. STA. 21+25.40 59.00 RT. 28+00 29+00 2' FOOTING EASEMENT PER THE FINAL MAP PAD ELEV. 30+00 31+00 "..a,.: 35 34 33 32 BANDELIER DRIVE SEE SHEET 2 SEE SHEET 2 J U: S O et + i¢ N WYNNFIELD LAKES LANE STA.10+00.00 C.L. TO 11+40.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 364 362 360 358 356 354 352 350 348 346 344 10+00 364 362 360 358 356 354 352 350 348 346 364 362 360 358 356 1354 352 350 348 346 344 11+00 11+50 M N M 0 OO M > � M � o o i ( oW v = o o APPRO (MATE cn v { C) o ` 77- =8 o . I 7-11" i N.d. PROPOSED WEST FL NE i z+ ! I PROXIM TE v Q 364 362 360 358 356 354 352 350 348 346 364 362 360 358 356 1354 352 350 348 346 344 11+00 11+50 M 10+00 364 362 360 358 356 t 354 352 350 348 346 11+00 11+50 LEGEND (CONT.)_ LEGEND (C0� CONSTRUCTION NOTES: RI -1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION CONSTRUCT TYPE "BA CURB & GUTTER PER C.O.B. STD ST -1. "R1-1" - STOP "R26(CA)„ _ NO PARKING ANYTIME ® ITEM OF WORK - SEE SCHEDULE O CONSTRUCT 4.5' (LOCAL STREETS) R3 -7R - TIGHT LANE MUST TURN RGHT W31(CA) END COMBINATION SIDEWALK PER C.O.B. SM ST -5. 1OTAPER NUMBER - SEE TABLE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. c` ' - - o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS /-plpE CZE ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN �' 3 ' ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS 4"W UTILITY. W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE 'A". , a te ' SCALE: 1 = 50 G -GAS IR -IRRIGATION O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. ' ' ! 02 50' 25' O' 50' 100' CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS.S-SEWER - © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS S � E ESS/� S SEVER - REFER TO SEWER & STORM DRAIN PLANS NOTES: DIRECTED BY ENGINEER. g IVII- ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN GL NEp7�dt�� E, AND SEWER DETAILS. A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 2. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE 'B" A.C. AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. �Q-d3-,2 6 �T N©. 551p OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY W/3 WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON SHEET 8. , PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. ® PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS , V �mm�mm�mm� TRACT BOUNDARY OVER 0.60 AGGREGATE BASE OVER 1.45 COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALKYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PHASE BOUNDARY - " 10 EXISTING UTILITY POLE TO BE RELOCATED. 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS � - - CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. SM ST-5(COLLECTORS/ARTERIALS) arZ7 1- 'h EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 12 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER Know what's below. COORDINATE APPLICATION OF RELOCATION WITH CITY. CALTRANS STANDARD PLAN A73C. is INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE 13 CONSTRUCT TYPE 'M' FORMED MEDIAN CURB PER C.O.B. Cal I before you dig. SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT STD. DET. ST -18. CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE A SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE O - - - - - - 14 FURNISH &INSTALL INTERCONNECT CONDUIT &PULL BOXES PER SHEET WHERE 2 PER C.O.B. STD. DET. T-33. SECTION IS MOWN > LJ CITY RECORDS NO: 0 OR � J ? vw { C) o ` =8 o . + i N.d. o z+ PROXIM TE v Q W to j 17""'17 -- --- PR OPOSED EAST FLO ' NE I 10+00 364 362 360 358 356 t 354 352 350 348 346 11+00 11+50 LEGEND (CONT.)_ LEGEND (C0� CONSTRUCTION NOTES: RI -1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION CONSTRUCT TYPE "BA CURB & GUTTER PER C.O.B. STD ST -1. "R1-1" - STOP "R26(CA)„ _ NO PARKING ANYTIME ® ITEM OF WORK - SEE SCHEDULE O CONSTRUCT 4.5' (LOCAL STREETS) R3 -7R - TIGHT LANE MUST TURN RGHT W31(CA) END COMBINATION SIDEWALK PER C.O.B. SM ST -5. 1OTAPER NUMBER - SEE TABLE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. c` ' - - o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS /-plpE CZE ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN �' 3 ' ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS 4"W UTILITY. W -WATER D -DRAIN R.S.P. A88A, 2002 RSP CASE 'A". , a te ' SCALE: 1 = 50 G -GAS IR -IRRIGATION O CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. ' ' ! 02 50' 25' O' 50' 100' CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS.S-SEWER - © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS S � E ESS/� S SEVER - REFER TO SEWER & STORM DRAIN PLANS NOTES: DIRECTED BY ENGINEER. g IVII- ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN GL NEp7�dt�� E, AND SEWER DETAILS. A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 2. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE 'B" A.C. AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. �Q-d3-,2 6 �T N©. 551p OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY W/3 WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON SHEET 8. , PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. ® PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS , V �mm�mm�mm� TRACT BOUNDARY OVER 0.60 AGGREGATE BASE OVER 1.45 COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALKYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PHASE BOUNDARY - " 10 EXISTING UTILITY POLE TO BE RELOCATED. 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS � - - CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. SM ST-5(COLLECTORS/ARTERIALS) arZ7 1- 'h EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 12 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER Know what's below. COORDINATE APPLICATION OF RELOCATION WITH CITY. CALTRANS STANDARD PLAN A73C. is INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE 13 CONSTRUCT TYPE 'M' FORMED MEDIAN CURB PER C.O.B. Cal I before you dig. SECTION LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT STD. DET. ST -18. CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE A SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE O - - - - - - 14 FURNISH &INSTALL INTERCONNECT CONDUIT &PULL BOXES PER SHEET WHERE 2 PER C.O.B. STD. DET. T-33. SECTION IS MOWN > LJ CITY RECORDS NO: 0 BRISTOL SPRING AVENUE SEE SHEET 3 , 11mIlleI lh`I BANDELIER DRiVE SEE SHEET 2 1 ' CURVE I cn TANGENT 11 00 5> 20.00' Y 20' 20' I 3 � o 301) 30' M ! CQ jr 362 00 1 2� -- N 1'00'24° E 63.00' W �Z 00 I m 00 - 354 J i z U U 3pop } 0 iM00N PONT OF INTERSECTION N 1'00'24' E 69.00' E.C.R. J ++ V3 00 i - - 00 APPROXI ATE Tcn a cnI � 346 CANYON TRAIL AVENUE SEE SHEET 4 w r I II ��--8 I If BRISTOL SPRING AVENUE SEE SHEET 3 ! 111 d Ii 1. W uQ >: cn 3z cn0: .<cn a 0- 0w c CIO am Wm CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" BRISTOL SPRING AVENUE BANDELIER DRiVE CANYON TRAIL AVENUE o SEE SHEET 3 SEE SHEET 2 SEE SHEET 4 SEE SHEET 3 WHITE FISH WAY EAGLE PASS WAY S 100'24' W 114.00' FL STA. 10+00.00 C.L. TO 12+80.00 C.L. , STA. 10+00.00 C.L. TO 12+80.00 C.L. o SCALE: 1» = 50; HORIZONTAL (cn ,� SCALE: 1" = 50' HORIZONTAL O S 1'00 24 W 104.00 ' "o 1 = 5 VERTICAL PHASE 2 i FL 1" = 5' VERTICALLU co W 3 S 1'00'24' W 69.00' M q ' -aM, c" 3 cb M 60 :n M t0 g S 1(X3'24' W 63.00' q o61 4 cn In 00 °m° 364 362 360 358 356 354 352 350 348 346 344 10+00 11+00 12+10 366 364 362 360 358 356 354 352 350 348 LINDEN TREE AVENUE SEE SHEET 5 CANYON TRAIL AVENUE SEE SHEET 4 !ill l�$1lbv 0.00' T I M W SECTION 3 3 cc M 364 362 i 360 cq M LEGEND: M ! M 362 00 1 2� -- N 1'00'24° E 63.00' 356 00 TEMPORARY SUMP CALCULATIONS: M MLU - 354 J i z z 350 } J 352 PONT OF INTERSECTION N 1'00'24' E 69.00' E.C.R. J st PONT OF REVERSE CURVATURE 358 o 350 APPROXI ATE Z a 358 � 4 16 346 o rM 1 ' >: 3Q co I EXISTING ,GROUND I 352 P.O.C. 10 , 354(1.33)(0.4)(0.15) 352 i1 ' o 1� 0( = 0.08 AF I APPRO OMATE cn A ! f TOP OF SUMP VOLUME PROVIDED: 0.084 AF o0 C3 352AREA(MID): LIJ ircr- 00 ( ROUGH GRADE GRADE -< a PER C.O.B. 7 39c;5 I a 0.056 X 1.5' = 0.084 AF t!!? LU in N PROXIM PROXIM TE TE cs a 350 APPROXIh I I EXISTING� ATE ND m cn + 34' 3' OIND 348 OUGH I cSti >'_'_' U4. I 348 346 N Q GRADE c 346 1AA i--pp [404 .�. .. �- -- OO -- I' - -- UW - - - - - 5'� N ( I 35295 Tp5 ao ! I i d ��d zpp �,, pd�d� I C)00 �� T�� ' Z 'WEST FLORJNE ZZUppU pc � J t O S - m i 5' P OPOSED m++ =� 1 ++ �� ( j 5 ST FLOWLINE 0000M �c+v+ cli OWUNE PROP 20' 20' TFMI�ORARY q1 Upf t8 i � � v a a I W W 20' 20' OSED CONSTRUCT �+ TH PHA 1 i i `vi cn 2 LO cn cn ' a in in cd REMOVE TH PHA 2 30' = = Iz 1 a- 1 ( v► REMOVE ! Cads CT W�HASE 3 CL CL W' W , cn cn LINDEN TREE AVENUE I I CANYON TRAIL AVENUE SEE SHEET 5 l a a SEE SHEET 4 a a MISTY 344 10+00 11+00 12+10 366 364 362 360 358 356 354 352 350 348 LINDEN TREE AVENUE SEE SHEET 5 CANYON TRAIL AVENUE SEE SHEET 4 !ill l�$1lbv 0.00' T I M A .* a'II'cn ' z 00 FL 364 364 W W SECTION 3 3 u, 364 362 j9 M 360 360 LEGEND: M ! 358 362 00 1 2� -- N 1'00'24° E 63.00' 356 00 TEMPORARY SUMP CALCULATIONS: M - w u= i 354 W i z z 350 Q )Cj > 352 PONT OF INTERSECTION N 1'00'24' E 69.00' E.C.R. U4 st PONT OF REVERSE CURVATURE 358 350 350 0.108 X 2.5' = 0.27 AF POINT OF COMPOUND CURVATURE 348 5' 38' 5' 358 � 4 16 346 PiVC rM 1 TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.08 AF >: 3Q co I OF VERTICAL CURVE GE1 I 352 P.O.C. 10 , 354(1.33)(0.4)(0.15) 352 i1 ' o 1� oI��io = 0.08 AF 354 W Ir C/G A DETAIL A f TOP OF SUMP VOLUME PROVIDED: 0.084 AF o0 C3 352AREA(MID): LIJ C.O.B. STD. ST -13. 00 ( 00 (66'X37')/43560= 0.056 AC I" , PER C.O.B. 7 39c;5 I cj 0.056 X 1.5' = 0.084 AF t!!? 350 ND N PROXIM PROXIM TE TE cs a 350 APPROXIh I I EXISTING� ATE ND ! i 3' + 34' 3' OIND 348 OUGH I cSti >'_'_' U4. I 348 346 N Q GRADE c 346 1AA i--pp [404 .�. .. �- -- OO -- I' - -- UW - - - - - 5'� N ( I i ao cf) I i d ��d zpp �,, pd�d� I C)00 �� T�� ' Z 'WEST FLORJNE ZZUppU pc � J t O S - m i 5' � oo m++ =� 1 ++ �� ( j 5 0000M �c+v+ cli OWUNE PROP 20' 20' ��� ! c3 1 1 t8 i � � v a a I W W 20' 20' OSED S �+ .- � CONSTRUC i 30' 30' 2 LO cn cn ' a in in cd cn cn 4 30' 30' I Iz - a- 1 ( v► REMOVE ! Cads CT W�HASE 3 I 0_ , 0- W' W , cn cn LINDEN TREE AVENUE I I CANYON TRAIL AVENUE SEE SHEET 5 l a a SEE SHEET 4 a a MISTY WATER { WAY __ _ M A .* a'II'cn ' z 00 FL 364 364 W W SECTION 3 3 u, 364 362 j9 M 360 360 LEGEND: M ! 358 362 1 " = 30' 00 00 u' 0000 N 1'00'24° E 63.00' 356 00 TEMPORARY SUMP CALCULATIONS: M 360 VOLUME REQUIRED: 0.21 AF 354 W z z 350 360 > 352 PONT OF INTERSECTION N 1'00'24' E 69.00' E.C.R. U4 st PONT OF REVERSE CURVATURE 358 350 350 0.108 X 2.5' = 0.27 AF POINT OF COMPOUND CURVATURE 348 5' 38' 5' 358 356 TOP OF CURB 346 PiVC rM 1 TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.08 AF 356 co I OF VERTICAL CURVE GE1 I 352 P.O.C. AREA: 1.33 AC, C=0.4 R/W 354(1.33)(0.4)(0.15) 352 i1 ' A.P. oI��io = 0.08 AF 354 EDGE OF PAVEMENT C/G A DETAIL A TOP OF SUMP VOLUME PROVIDED: 0.084 AF cS 352AREA(MID): FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 1 "=30' ( c (66'X37')/43560= 0.056 AC 352 , PER C.O.B. 7 i�! I cj 0.056 X 1.5' = 0.084 AF iii i 350 ND o 00 _ PROXIM PROXIM TE TE a a 350 APPROXIh I I EXISTING� ATE ND ! i 3' + 34' 3' OIND 348 OUGH ADE ( 0- C I 348 346 N Q GRADE c 346 1AA S=0.25% [404 .�. .. �- a ,..� 2 A A i N 1'00'24* E 104.00' 00 ' 364 SCALE: N.T.S SECTION 344 Oq 362 N 1'00'24° E 114.00' 362 360 360 360 LEGEND: M ! 358 358 1 " = 30' 358 M4 POINT ON VERTICAL CURVE 356 CL TEMPORARY SUMP CALCULATIONS: M 354 VOLUME REQUIRED: 0.21 AF 354 W AREA: 3.44 AC, C=0.4 END VERTICAL CURVE 350 (3.44)(0.4)(0.15) = 0.206 AF > 352 PONT OF INTERSECTION 352 E.C.R. U4 st PONT OF REVERSE CURVATURE AREA(MiD): (109'X43')/43560=0.108 AC 350 350 0.108 X 2.5' = 0.27 AF POINT OF COMPOUND CURVATURE 348 5' 38' 5' 348 34.6 TOP OF CURB 346 PiVC rM 1 TOP OF PAVEMENT CI co I OF VERTICAL CURVE GE1 I 352 P.O.C. M R/W RIGHT-OF-WAY 352 i1 ' A.P. oI��io �w E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER z N 1'00'24' E 70.00' TOP OF SUMP I cS g FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. o ( c I in , PER C.O.B. STD. T -L i�! I cj o oo iii i PROXIMA *TING ND o 00 _ PROXIM PROXIM TE TE a a APPROXIh I I EXISTING� ATE ND ! i oI + XISTING G LA; OIND m OUGH ADE ( 0- C I i m N Q GRADE c "' I S=0.25% [404 o; a 1 �• - - -�- - - - - - 5'� N ( I i ao � cn i I I I a=. T�� oPoSEo 'WEST FLORJNE J t O S - 352 �iROU � GRAD PROPO S=0.22% ( j 8 t 0' cli OWUNE PROP �yry•15 t0' _ TEMPORARYISUMP Tod, W W OWUNE OSED S {{ i CONSTRUC i WITH PHASE 2 < - a J 350.8,9 LO.S• I 4 1 REMOVE WITH PHASE 3 - a- 1 ( REMOVE ! Cads 364 N 1'00'24* E 104.00' 00 ' 364 SCALE: N.T.S SECTION 344 Oq 362 N 1'00'24° E 114.00' 362 360 360 360 LEGEND: DETAIL C 358 358 1 " = 30' 358 356 POINT ON VERTICAL CURVE 356 CL TEMPORARY SUMP CALCULATIONS: BVC 354 VOLUME REQUIRED: 0.21 AF 354 ELEVATION AREA: 3.44 AC, C=0.4 END VERTICAL CURVE 350 (3.44)(0.4)(0.15) = 0.206 AF BEGIN CURB RETURN 352 PONT OF INTERSECTION 352 E.C.R. VOLUME PROVIDED: 0.27 AF st PONT OF REVERSE CURVATURE AREA(MiD): (109'X43')/43560=0.108 AC 350 350 0.108 X 2.5' = 0.27 AF POINT OF COMPOUND CURVATURE 348 5' 38' 5' 348 34.6 TOP OF CURB 346 PiVC rM TP 344 344 STA. 10+00.00 C.L. TO 12+80.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL JIM 12+75 BOTTOM ELEV. = 351.78 10+00 11+00 12+00 12+75 ?', N 10+00 BOTTOM ELEV. = 349.3' 366 B SECTION 346 364 SCALE: N.T.S SECTION 344 Oq 10+00 I 11+00 12+t 360 LEGEND (CONT.) LEGEND: 358 358 SCALE: N.T.S ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE R1-1VOLUME i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CL CENTERLWE BVC BEGIN VERTICAL CURVE 352 ELEV ELEVATION EVC END VERTICAL CURVE 350 B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION - - D STORM DRAiN - REFER TO SEWER & STORM DRAIN PLANS' E.C.R. END CURB RETURN st PONT OF REVERSE CURVATURE o FL BC BEGIN CURVE M POINT OF COMPOUND CURVATURE i EC END CURVE 0! TOP OF CURB ``' PiVC rM TP TOP OF PAVEMENT co co I OF VERTICAL CURVE GE1 I 352 P.O.C. M R/W RIGHT-OF-WAY 352 LU ' A.P. ANNE PONT �w E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER z N 1'00'24' E 70.00' TOP OF SUMP I cS g FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. o z$i c LU -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -L I I -a- o oo iii i PROXIMA *TING ND o 00 _ � o. a a o o oI + XISTING G iSTiNG OIND m + 0- cn I m cn Q GRADE c "' I [404 o; a w cn ROUGH GRADE N ( I i ao m cn i w I I a=. J t O S - 352 �iROU � GRAD PROPO S=0.22% ( j 8 t 0' to OWUNE PROP �yry•15 t0' _ SUMP Tod, I OWUNE OSED } tONNSTiUCT W/P i i C.4 J 350.8,9 LO.S• I 4 1 O• cn PROPOSED^� WES M N REMOVE ! Cads CT W�HASE 3 I 0_ , 0- W' W I I t I I OVE W�HASE 4 WTH PHA l a a a a { __ _ JIM 12+75 BOTTOM ELEV. = 351.78 10+00 11+00 12+00 12+75 ?', N 10+00 BOTTOM ELEV. = 349.3' 366 B SECTION 366 7 TEMPORARY SUMP 346 364 SCALE: N.T.S SECTION 344 362 10+00 11+00 12+t 360 LEGEND (CONT.) LEGEND: 358 358 SCALE: N.T.S ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE R1-1VOLUME i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CL CENTERLWE BVC BEGIN VERTICAL CURVE 352 ELEV ELEVATION EVC END VERTICAL CURVE 350 B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION - - D STORM DRAiN - REFER TO SEWER & STORM DRAIN PLANS' E.C.R. END CURB RETURN st PONT OF REVERSE CURVATURE o FL BC BEGIN CURVE M POINT OF COMPOUND CURVATURE i EC END CURVE 0! TOP OF CURB ``' PiVC rM TP TOP OF PAVEMENT co co I OF VERTICAL CURVE GE1 I 352 P.O.C. M R/W RIGHT-OF-WAY 352 PA PROPERTY LINE A.P. ANNE PONT 00 E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER z N 1'00'24' E 70.00' T.O.S. TOP OF SUMP I cS © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. o Q c LU -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -L I I -a- o oo iii i PROXIMA *TING ND o 00 _ � o. a a o o oI XISTING G APPROXIMATE _< + APPROXIMATE 0- cn I m cn Q ROU GRADE °" "' I f o; a w cn ROUGH GRADE N ( I i ao m cn i I I a=. J t O S - 352 E � PROPO S=0.22% ( j 8 t 0' to OWUNE PROP �yry•15 t0' TEMPORARY SUMP Tod, EAST OWUNE OSED } tONNSTiUCT W/P i i C.4 J TEMPORARY'SUMP 4 1 TEM cn M N REMOVE ! WITH PHASE 2 STRUCT I 0_ , 0- 2 I 366 7 TEMPORARY SUMP 346 364 SCALE: N.T.S SECTION 344 362 10+00 11+00 12+t 360 LEGEND (CONT.) LEGEND: 358 358 SCALE: N.T.S ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE R1-1VOLUME i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CL CENTERLWE BVC BEGIN VERTICAL CURVE 352 ELEV ELEVATION EVC END VERTICAL CURVE 350 B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION - - D STORM DRAiN - REFER TO SEWER & STORM DRAIN PLANS' E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE o FL BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE i EC END CURVE TC TOP OF CURB ``' PiVC PONT OF INTERSECTION TP TOP OF PAVEMENT co co I OF VERTICAL CURVE GE1 GRADE BREAK 352 P.O.C. PONT ON CURVE R/W RIGHT-OF-WAY 352 PA PROPERTY LINE A.P. ANNE PONT 00 E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER z N 1'00'24' E 70.00' T.O.S. TOP OF SUMP I cS © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. o EXISTING SURVEY MONUMENT I LU -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -L + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -a- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -E FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. 366 7 TEMPORARY SUMP 364 364 SCALE: N.T.S SECTION 344 362 362 7 360 360 LEGEND (CONT.) 362 358 358 SCALE: N.T.S 356 356 REQUIRED: 0.08 AF R1-1VOLUME i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 354 354 360 358 352 352 Lu CONSTRUCT 4.6 (LOCAL STREETS) 350 350 348 348 - - D STORM DRAiN - REFER TO SEWER & STORM DRAIN PLANS' 356 346 346 go S 100'24' W 6400' $ 366 364 ' I U SECTION 344 364 0+00 11+00 7 TEMPORARY SUMP LEGEND (CONT.): LEGEND (CONT.) 362 � i TEMPORARY SUMP CALCULATIONS: SCALE: N.T.S "o 360 REQUIRED: 0.08 AF R1-1VOLUME i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: M �1 360 358 'R1-1" - STOP "R26(CA)' - NO PARKING ANYTIME 'R3 "W31(CA)' ITEM OF WORK - SEE SCHEDULE Lu CONSTRUCT 4.6 (LOCAL STREETS) 358 -7R" - RIGHT LANE MUST TURN RGHT - END S 100'24" W 70.00' J - - D STORM DRAiN - REFER TO SEWER & STORM DRAIN PLANS' 356 0 q go S 100'24' W 6400' $ o FL 356 M _ , 0.056 X 1.5 = 0.085 AF i c; � -354 W ``' W 3 354 # co co I M ( 352 i-. �1 a0 co 352 cn 0O cn I � 00 GROUND 350 m ( 1 z N 1'00'24' E 70.00' z 350 I cS J0�-a FL o 348 I LU cWi� 346 IIavP E DETAIL A ROXIM ITE z cs ( o. a a oI XISTING G ROUND+m _< + APPROXIMATE 0- cn I m cn R�DUGH GRADE o: ROUGH GRADE N ( I ao cn i I I a=. J t O S - E � PROPO S=0.22% ( EAST OWUNE �yry•15 t0' TEMPORARY SUMP Tod, PRS OSED } tONNSTiUCT W/P ASE 3 1 i cn cn IT FLOWU1E j REMOVE W/PHASE 4 1 TEM ORARY SUMP M N I STRUCT TH PHA 2 I t REMOVE WTH PHA 3 a a 366 364 ' �i U SECTION 344 364 0+00 11+00 7 TEMPORARY SUMP LEGEND (CONT.): LEGEND (CONT.) 362 M TEMPORARY SUMP CALCULATIONS: SCALE: N.T.S 362 360 REQUIRED: 0.08 AF R1-1VOLUME i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION �1 360 358 'R1-1" - STOP "R26(CA)' - NO PARKING ANYTIME 'R3 "W31(CA)' ITEM OF WORK - SEE SCHEDULE Lu CONSTRUCT 4.6 (LOCAL STREETS) 358 -7R" - RIGHT LANE MUST TURN RGHT - END S 100'24" W 70.00' J - - D STORM DRAiN - REFER TO SEWER & STORM DRAIN PLANS' 356 0 q go S 100'24' W 6400' $ o FL 356 �4 _ , 0.056 X 1.5 = 0.085 AF C, c; � -354 W ``' 3 3 354 2 co co I M _ 352 r �1 a0 co 352 cn 0O cn N 1'00124" E 64.00' 00 00 GROUND 350 m ( 1 z N 1'00'24' E 70.00' z 350 I _i J0�-a FL o 348 I LU cWi� 348 346 IIavP E DETAIL A 346 o: 1" = 30' o. a -- - s rn O O Q �F O zm O Z U -UJ , W U � Q r O v N W Y Q m 364 362 360 358 356 m 354 352 350 348 U) - -� 346 z W 344 11+00 12+00 12+75 12+75 �i 7 344 O 0+00 11+00 12+00 12+75 10+00 LEGEND (CONT.): LEGEND (CONT.) CONSTRUCTION M TEMPORARY SUMP CALCULATIONS: M REQUIRED: 0.08 AF R1-1VOLUME i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION �1 M AREA: 1.34 AC, C=0.4 'R1-1" - STOP "R26(CA)' - NO PARKING ANYTIME 'R3 "W31(CA)' ITEM OF WORK - SEE SCHEDULE Lu CONSTRUCT 4.6 (LOCAL STREETS) (1.34)(0.4)(0.15) = 0.08 AF -7R" - RIGHT LANE MUST TURN RGHT - END T J - - D STORM DRAiN - REFER TO SEWER & STORM DRAIN PLANS' O1 TAPER NUMBER - SEE TABLE Ui i s VOLUME PROVIDED: 0.085 AF : (67 X37 )/43560= 0.057 AC AREA(MID)' TORI R N MANHO E -REFER TO SEWER &STORM DRAIN PLANS c �4 _ , 0.056 X 1.5 = 0.085 AF C, c; � W _ Z c f a 2 3 o , m r 9-0OQ W + __ApPRo E�(iSTING GROUND Z m ( LU I _i J0�-a o 4 I LU cWi� CC- IIavP 30 o: y o. a a a j w; _< i APPROXIMATE 0- cn I m cn R�DUGH GRADE ( I _ I I J t O S - ,S To•�• PROPO ( EAST OWUNE TEMPORARY SUMP } tONNSTiUCT W/P ASE 3 1 cn cn j REMOVE W/PHASE 4 a a I t 12+75 3 7 344 0+00 11+00 12+00 12+75 10+00 LEGEND (CONT.): LEGEND (CONT.) CONSTRUCTION NOTES: TEMPORARY SUMP CALCULATIONS: REQUIRED: 0.08 AF R1-1VOLUME i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION �1 CONSTRUCT TYPE "B' CURB & GUTTER PER C.O.B. STD ST -1. AREA: 1.34 AC, C=0.4 'R1-1" - STOP "R26(CA)' - NO PARKING ANYTIME 'R3 "W31(CA)' ITEM OF WORK - SEE SCHEDULE �N2 CONSTRUCT 4.6 (LOCAL STREETS) (1.34)(0.4)(0.15) = 0.08 AF -7R" - RIGHT LANE MUST TURN RGHT - END COMBINATION SIDEWALK PER C.O.B. STD ST -5. J - - D STORM DRAiN - REFER TO SEWER & STORM DRAIN PLANS' O1 TAPER NUMBER - SEE TABLE �N3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. yam; VOLUME PROVIDED: 0.085 AF : (67 X37 )/43560= 0.057 AC AREA(MID)' TORI R N MANHO E -REFER TO SEWER &STORM DRAIN PLANS /-plpE SiZE �4 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN, k=� RSP A88A 2002 RSP CASE 'A' �� `� , 0.056 X 1.5 = 0.085 AF S D AI 4 W UTILITY: W -WATER D -DRAIN ! , , -V P� G -GAS IR -IRRIGATION ' ' `'` "Q� t CONSTRUCT 6 BLOCK WALL PER WALL CONSTRUCTION PLANS. �,;�;� CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS S -SEWER �Ng SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS w V £ S SEWER - REFER TO SEWER & STORM DRAIN PLANS RTES: DIRECTED BY ENGINEER. r` T ® SEWER MANHOLE -REFER SEWER & STORM DRAIN PLANS 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN `,1G AND SEWER DETAILS. A73C WITH W-31(CA) SIGN AT PHASE/TRACT BOUNDARY. REMOVE �T 0 SEWER CL.EANOIT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. AND SALVAGE SIGN WITH THE CONSTRUCTION ADJACENT PHASE G 3' 34' OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE �N8 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. STD. DET. ST -7 ON SHEET & PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD -PAVEMENT TO BE 0.45' TYPE "A" A.C. � PAINT 12' LIMIT LINE USING THERMOPLASTIC PAiNT PER CALTRANS TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO STANDARD SPECIFICATION PTH-02ALKYD. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. o PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 10 EXISTING UTILITY POLE TO BE RELOCATED. CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 11 CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) 2 Al A EDGE OF PAVEMENT 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 12 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELJNEATOR PER `- BOTTOM ELEV. = 349.8E COORDINATE APPLICATION OF RELOCATION WITH CiTY. CALTRANS STANDARD PLAN A73C. is INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE 93 CONSTRUCT TYPE 'M" FORMED MEDIAN CURB PER C.O.B. F SECTION SECTION LETTER BOUNDARY WITHiN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE STD. DET. ST -18. SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER 7 TEMPORARY SUMP SCALE: N.T.S SHEET 2 PER C.O.B. STD. DET. T-33. SECTION iS SHOWN 3' ti. 364 362 360 358 356 354 352 350 348 1346 344 11+00 12+00 12+75 SCALE: 1 " = 50' 50' 25' 0' 50' 100' Know what's below. Call before you dig. nu A CITY RECORDS NO: a 0 I W 0 w 0 a LU F a vi~ZHW r J LU iL 2 4 � W _ Z } CL a 2 3 o , m r 9-0OQ W N a 0" Z ~ LU _i J0�-a 4 Z LU LU CC- IIavP 30 Z'Q'� y o. - �U. LU _< 3 I W 0 w 0 CANYON TRAIL AVENUE SEE SHEET 4 y - -'- - E31 628N9 ,q e3p I II 5 (TYP.) PHASE 1; II l J II 1 Z P 1 Z 13 ifl 1 I I -I I � u 1 u u IC oo � I ihM I 1 1 W�,,1 1 1 � 1 OJLLI ± l 1 N O Ki M I I I m0I O Z¢ R OID DD 1 JJ N M> wNl I O I Iz CUlis}J� II �� 1 2 1 3 1 4 ��1 5 1 6 N 1 7 N N`// Y 1 5 I OOOUIL `! W Q�1 QJ Um JJ JJ W > o o Z J tL IJ > IJ > IJ > J I>- J 1� -� U Lt. U U: �a 0 20'30 i 1* --t >o �``�`' vv �``u.l�� golu.`' oo mo �O C-> C-> ��05zr-J,. oq _ �o _ >o >0 000 >o o >o o pO->o cflm rnM a� /�� 0� O� p O O 0 0 tr 0 O O O O O a» N Kj J J m 0 0 J + O + p O p U 0 0 to O LO O p �. N N tci p 0 to �n 1� I� laf Oj v ei ¢ ¢ In b _ c1`�o IM d, w OD O 1rn to 1 O Z I + Q N + + + + In + + + + + + v + .r .r I.r / co O o rn w N N� 7� a 1� It N IN ev W N O 1N ,l) M 1 ,l) W --14- � yV, C-> 40 UNN z o z 3 �Q¢ d ti x � �,• i woo cn ¢ cn ¢ ¢ < ¢ -¢¢ ¢ ¢ ¢ ¢ rrt-t- ¢ ¢ ►-►- ►-t- I-- + - cn / �h 00 mo+ -N 3 � � N N NN /'R/W N N N c�cn<nN Nmcncn acncn cn Q �O0p DO / Z I - - - - - ��`Z �1G',`4jxOx00 i - ►¢ 4EA 'A - 5� �'� � 1 OD " NOIbO'24"E I Ln o 0 8 (TYP.) 1 2 "� , o o �" ,. 1 2 S- 11+00- 280_00' t -S `�' K' 12+00 S •13+00 S Al _ �14+00`� "' 2 - 15+00 8 ( '`� NSP P - - - - D -- " D - - - D - - D -NO`I00'24E D - D -� - - D S, QFO F\\�10 N( 1 36 D 1 2 0 0 3 1 4 I r20 00' 1 2 Nn36 0 4FR i 4 .�•7 R/IN 13 STA. 16+325141 ' 30 20' C F OD DRIVEWAY 0 30' o I g 4 O o OD g o 1 I z STA. 16+47.51, F.L. y 11 O O 3 O O N I+ JJ 1 JJ O �) JJ 1" JJ U1i: 2 M v ta_ v �t. O m v u: I P.R.C. 0 0 0 $ r+,. I- o o - - - - vow - - - - +�+ STA 15+8265 C.L.87.05 RT. _ 5' j Uj j 1 o z o o .I; w$ oo' 0 0 5> STA 16+71.00 F.L. 20' 20' ++ ++ m++ �� 5' , N� I M� d 1 30' ' 30' I d <c 42 ,' 29 a a I I ' 1 m ¢ ¢ "� <.- 39 v �1 20' I 20' 1 TA. 15+80.00 C.L.100.40 RT. _ 45 I W N N Q ai c~n c~n 1 w in in 2 N m N 30' 30' STA 16+84.70 F.L. 111 BANDELIER DRIVE CANYON TRAIL AVENUE T Z BRISTOL SPRING AVENUE Z SEE SHEET 2 SEE SHEET 4 k k SEE SHEET 2 CREEK BEND DRIVE STA. 10+00.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 350 CURVE TABLE CURVE I RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 9000'OO" 2 35.00' 13.70' 6.94' 2225'42" 3 84.00' 197.71' 20208' 134'51'24" 44 35.00' 1 54.98' 1 35.00' 190WO001 348 10+00 368 366 364 362 360 358 356 354 352 350 11+00 12+00 13+00 14+UU 10tUU 1 V-117 vv ! a ! C1 CURVE NUMBER FOR CURVE DESCRIPTION W 6 Z j SECTION "A -A" O TAPER NUMBER - SEE TABLE 0 OD Z /--PIPE SIZE OD '- O � II • G -GAS IR -IRRIGATION aw II O N S: O W c3 C) i ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. + N CC�l , to ¢ PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 7 H OVER AGGREGATE BASE OVER 1.45' COMPACTED O.G. Z � i 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS O I J M -C EXIS NG 'c•� c~n Z w m is INTERCONNECT CONDUIT 6. INSTAL_ W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT (nEX = 1 NG w cn Z m a� o I � - � I 0 I I S=-0.24% I$=0.0% Z i ! W s=o.! o% g i- PROP WEST OWUNE { aoF- i 0 N a M W a F- n �p M N t7 1 � � � J I M M W ` W Z Lt: i W W W < ^ L'- �'� QQ CCii n C) OD+ o d m ^ in of APP X' ATE I i M W C) tan' i (¢ .- W ¢ M D a PROXIM TE EXISTI NG GROUN w � ¢ O W w� {STING m N ~ ! APPROXIMATE iGO L ° i� w n w N w APPROXIMATE I ND -- - -- -! - 60!,~ --s -o.s1�o -- - - _ - -- ---- - - -- - , ! ! 0 --{ -- -- - - ---- S=-025%- i } PROP EAST �O%S=0.22 UNE , -- -- -- - -- PR EAST FLOWUNE i j I I ; - -- - -- - - - =0.25% i ( PROP SED WEST FLOWLIN' S=-0. % OPOSEd WEST FL61.I14E I f%f% 17 348 10+00 368 366 364 362 360 358 356 354 352 350 11+00 12+00 13+00 14+UU 10tUU 1 V-117 vv 348 10+00 11+00 12+00 13+00 14+00 15+00 LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURD ELEV ELEVATION EVC END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE GB GRADE BREAK P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY UNE A,p, ANGLE POINT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER T.O.S. TOP OF SUMP QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT -+-- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. -•¢-• FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -<D-- FURNISH & INSTALL STREET UGHT--5800 LUMEN PER C.O.B. STD. ST -14. -EBI FURNISH & INSTALL STREET UGHT--9500 LUMEN PER C.O.B. STD. ST -14 368 366 364 362 360 358 356 354 352 350 348 ssa ass 364 362 360 358 356 354 352 350 348 r00 364 362 360 358 356 354 352 350 348 346 23 LINDEN TREE AVENUE SEE SHEET 5 20'' 1 20 1If gin' ' in, iff 1 ! a ! C1 CURVE NUMBER FOR CURVE DESCRIPTION W 6 Z lJ SECTION "A -A" O TAPER NUMBER - SEE TABLE 0 OD Z /--PIPE SIZE OD '- O � II • G -GAS IR -IRRIGATION aw II O N S: O W c3 C) i ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. + N CC�l , to ¢ PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 7 H OVER AGGREGATE BASE OVER 1.45' COMPACTED O.G. Z � N 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS O I J M -C EXIS NG 'c•� c~n Z w m is INTERCONNECT CONDUIT 6. INSTAL_ W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT (nEX = 1 NG w cn Z m a� GROUND I � - � I 0 S=-0.21% I S=-0.24% I$=0.0% Z i ! W s=o.! o% g i- PROP WEST OWUNE { aoF- i 0 za a M W a F- W� X M � � � J I ` C) °D APP X' ATE I i M C) i (¢ .- W ¢ EXISTIN D a PROXIM TE EXISTI NG GROUN w W W w� m N ! L 54.98 I -- - -- -! - -- --s -o.s1�o -- - - _ - -- ---- - - -- - , o 0 I i } PROP EAST �O%S=0.22 UNE , PR EAST FLOWUNE i j I I ; J w : { 348 10+00 11+00 12+00 13+00 14+00 15+00 LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURD ELEV ELEVATION EVC END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE GB GRADE BREAK P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY UNE A,p, ANGLE POINT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER T.O.S. TOP OF SUMP QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT -+-- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. -•¢-• FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -<D-- FURNISH & INSTALL STREET UGHT--5800 LUMEN PER C.O.B. STD. ST -14. -EBI FURNISH & INSTALL STREET UGHT--9500 LUMEN PER C.O.B. STD. ST -14 368 366 364 362 360 358 356 354 352 350 348 ssa ass 364 362 360 358 356 354 352 350 348 r00 364 362 360 358 356 354 352 350 348 346 23 LINDEN TREE AVENUE SEE SHEET 5 20'' 1 20 1If gin' ' in, iff 1 1 g I -- ., I III W -i s - LINDEN TREE AVENUE SEE SHEET 5 JOSHUA TREE VVAY STA. 14+20.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ! a ! C1 CURVE NUMBER FOR CURVE DESCRIPTION W 6 Z lJ SECTION "A -A" O TAPER NUMBER - SEE TABLE 0 OD Z /--PIPE SIZE OD '- O � II • G -GAS IR -IRRIGATION aw II O N S: O W c3 C) i ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. + N CC�l , to ¢ PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 7 H OVER AGGREGATE BASE OVER 1.45' COMPACTED O.G. Z � N 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS 1 g I -- ., I III W -i s - LINDEN TREE AVENUE SEE SHEET 5 JOSHUA TREE VVAY STA. 14+20.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 344 14+00 364 362 360 358 356 354 352 350 348 346 364 362 360 358 356 354 352 350 348 346 Baa 15+00 15+50 ! a ! C1 CURVE NUMBER FOR CURVE DESCRIPTION ,` ITEM OF WORK - SEE SCHEDULE O lJ SECTION "A -A" O TAPER NUMBER - SEE TABLE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OD Standard Speciitfcatku /--PIPE SIZE OD '- O � II • G -GAS IR -IRRIGATION aw II �Z j¢NW-'^ N S: �'' J Z W c3 Z i ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. ' J � N CC�l , CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ¢ PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) U J OVER AGGREGATE BASE OVER 1.45' COMPACTED O.G. Z � PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS O I J M -C EXIS NG 'c•� c~n Z w m is INTERCONNECT CONDUIT 6. INSTAL_ W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT (nEX = 1 NG w cn Z m a� GROUND I � - � I 0 S=-0.21% I S=-0.24% I$=0.0% Z i ! W s=o.! o% g i- PROP WEST OWUNE { aoF- i 344 14+00 364 362 360 358 356 354 352 350 348 346 364 362 360 358 356 354 352 350 348 346 Baa 15+00 15+50 344 14+00 LEGEND (CONT.): I R1-1 i FURNISH & INSTALL TRAFFIC SKIMS PER C.O.B. STD. T-19: C1 CURVE NUMBER FOR CURVE DESCRIPTION "R1-1" - STOP "R26(CAT - NO PARKING ANYTIME ITEM OF WORK - SEE SCHEDULE O lJ SECTION "A -A" O TAPER NUMBER - SEE TABLE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OD Standard Speciitfcatku /--PIPE SIZE 0 STORM DRAIN MANHOLE - REFER TD SEWER & STORM DRAIN PLANS O � II • G -GAS IR -IRRIGATION aw � �Z j¢NW-'^ N S: �'' J Z W c3 if in good wXWO and with the Pl or WOW of the City £ Dtherwir, the exis W pawment Strad/ be samut a minanwn AND SEWER DETAILS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. ' J � OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) U PQM OVER AGGREGATE BASE OVER 1.45' COMPACTED O.G. ■ ■ ■ �� ■ �� ■ n>• TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS to PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Q EXIS NG 'c•� c~n Z w m is INTERCONNECT CONDUIT 6. INSTAL_ W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT GR ND - _ SECTION DESIGNATION SHEET WHERE 2 j � I 0 S=-0.21% z I$=0.0% Z a W 'PR g i- I EAST o�irE aoF- I j 0 za a 344 14+00 LEGEND (CONT.): LE (CON!._)--. R1-1 i FURNISH & INSTALL TRAFFIC SKIMS PER C.O.B. STD. T-19: C1 CURVE NUMBER FOR CURVE DESCRIPTION "R1-1" - STOP "R26(CAT - NO PARKING ANYTIME ITEM OF WORK - SEE SCHEDULE 'R3 -7R" - RIGHT LANE MUT TURN RGHT "W31(CA)" - END lJ SECTION "A -A" O TAPER NUMBER - SEE TABLE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS the o#kaWe sections of 41ecfhc0hWs 'Mate of laaVvn* Velment of TronspartaHorc Standard Speciitfcatku /--PIPE SIZE 0 STORM DRAIN MANHOLE - REFER TD SEWER & STORM DRAIN PLANS 4"W UTILITY: W -WATER D -DRAIN &W be sowcut at the Me$ of renow! as *Octed by the Oily G -GAS IR -IRRIGATION CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. $-SEWER S SEWER - REFER TO SEWER & STORM DRAIN PLANS N S: ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN if in good wXWO and with the Pl or WOW of the City £ Dtherwir, the exis W pawment Strad/ be samut a minanwn AND SEWER DETAILS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. she# conform to the rsWk meats of Standard Detail ST-!!. OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3, GOSFORD ROAD - PAVEMENT TO BE 0.45' TYPE "A" A.C. 12 No drive gWoach construction shat/ be permitted in street or OVER AGGREGATE BASE OVER 1.45' COMPACTED O.G. ■ ■ ■ �� ■ �� ■ n>• TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS f4 q p&, it it good condrfhon, may be saw t and rem W PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. - - - CENTERUNE 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. �� �/ EDGE OF PAVEMENT COORDINATE APPLICATION OF RELOCATION WITH CITY. is INTERCONNECT CONDUIT 6. INSTAL_ W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT SECTION LETTER A CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. - _ SECTION DESIGNATION SHEET WHERE 2 364 362 360 358 356 354 352 350 348 346 344 15+00 15+50 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1. O2 CONSTRUCT 4.5' (LOCAL STREETS) COIIBINA110N SIDEWALK PER C.O.B. STD O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 RSP CASE W. 0 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. ® SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. INSTALL TYPE O PER CALTRANS STANDARD PLAN A73C WITH W -131(C) SIGN II EAT PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE SIGN WITH THE CONSTRUCTION OF ADJACENT PHASE. ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER -00 C.O.B. STD. DET ST -7 ON SHEET 8. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 10 EXISTING UTILITY POLE TO BE RELOCATED. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) 12 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER CALTRANS STANDARD PLAN A73C. 13 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. DET. ST -18. 14 FURNISH & INSTAL_ INTERCONNECT CONDUIT & PULL BOXES PER PER C.O.B. STD. DET. T-33. EL 4.t1' A#wt R/W or obtain 4.0' mirx ernsenenf to accanmodafe toil depth of opproaxth. LX roan. - 20X max 6.0" min. Lo- Lip 6.0" Alin. Cal before you dig. CO SECTION "A -A" NOTES t. Ad workmara* and materials sha0 conform to the enfit/ed 5 Expansnan pant fuer maferie shill consist of preformed strips of dtuabiey resilient compound that carrfam to the regaaements of the the o#kaWe sections of 41ecfhc0hWs 'Mate of laaVvn* Velment of TronspartaHorc Standard Speciitfcatku Standads Silx�l "hereottff Anolm a4s 9. Sections of Ws* a� Wraaatr being remold fa reptrrcenen# "Standcua+e Sp kofs', current City Waved editka &W be sowcut at the Me$ of renow! as *Octed by the Oily 2. A current Street Permit cued by the City of En the section ba*9 remoW shy be a miranum of 50' in length and solhd Shalt n rug joart or score lore ftersAdd Piers Nbrifs to W671ent must accOpary aY work within the City rot-of-way.rot-of-way.ReXrtacemen# to t raar+fom+ sn�at aid lac»tion he adfacent We i dvne m exisfing argnrolt°ments otherwise alrectad by the CRY Engineer. 3. Sushag be canslarcfed tate to rind SdCltgpew 7 and an�acted !0 9(}.i' of maxanunn dry 10. Sectow bating q#xed may be lamed agabst vtft pow t arad5 deI* a determbed by ASIA! D-1557 to a" depth of if in good wXWO and with the Pl or WOW of the City £ Dtherwir, the exis W pawment Strad/ be samut a minanwn ti heist f of subgradr~ of10'frrom the edge of concrete or as &vded Pa men# Patch 4. Can e, for drW ffroadn shdi cornfom+ to the she# conform to the rsWk meats of Standard Detail ST-!!. regrrkwwts of the Standard 4edfrcatkos for minor c neWe (mla raemenf content 505 bb/cu )d). it. Aub and gutter and h* of approoch sit be poured Concrete " canton no adaTfim pnior seporaidy, not manotthlcofly. Wold is obtained ham the City £n bw.. 12 No drive gWoach construction shat/ be permitted in street or 5 renber hxms shag be swfaced on the side placed odey curb rebums no to ft concrete and Shall not be fess than 15" thkak after beteg surfaced Faros and su MIAP shad 13 £urge of stile approach steal be a mix of 25' frau adjacent kat /ire be wetted ratify prior to plalcemen1 of cona'etu f4 q p&, it it good condrfhon, may be saw t and rem W ti. Concrete dW be trowetod smooth, eaW and them rw& out's to occammodafe construction of new reskd n& drive g a Not broom to*& bnowdo ely ager fmmfshang, approach or +9 of existing rpproarh old #,weed srftw Ad roodye a rmfform apphr rAbn of WW# pigmented amng car�olad co nfwnkg to M. S#..lord Opacifications: It e surface of the 01, crancrefe SW be kept moist unto the cwW compound 111�v is OdS Of opproah ts e00 Phts, 20't � nets steel be pktced at center of tWood+ and at V \ $ maximum klenWs and as 6ected by the Crty £ngareer. ode A. 50 45't4 0- mA tis STANDARD - SINGLE FAMILY RESIDENTIAL DRIVE APPROACH�� SIHIMT f. MAMM Cff1f OF ST -7 CAi.FORMA a" amm PMC noshes SCALE: 1 " = 50' 50' 25' O' 50' 100' rn 0 to to F- rn 00 zU I Q J UJ W CJ 00 W tp N M w Y Q Y P Know what's below. Q Cal before you dig. CO J J 0 11111111 W � F" r Z Q W � W � i- LU Ci LL Q CITY RECORDS NO: = WZ = W da 0 WO a r 0 � > z J 0 H z Z a W g i- W aoF- 0 za a W a F- W� X Y P Know what's below. Q Cal before you dig. CO J J 0 W � F" r Z Q W � W � i- LU Ci LL Q CITY RECORDS NO: = WZ = W da 0 WO a r 0 � > z J 0 H z Z a W g i- W aoF- 0 za a W a F- W� X Y P Know what's below. Cal before you dig. CO W CITY RECORDS NO: J C3 Ok STATION W R5 25+29.74 ~ �~ Z if ¢ tA M A W . U W to i QN p+m ZOO C6 U') a."""M ~ �O QOM AMM �Zt� M -R0 25+54.74 O HN DQ W 1- M J O n ZHJ ZZ O QWQ N UNDEVELOPED LAND =�C3LO J H oz J 25+79.74 M Q r- -4-4 M STA. W + tG Goo ZZU V co 4.92 LT. N M N O 0 M 26+04.74 6.25 LT. STA. ON 6.67 LT. STA. 26+14.74 6.92 LT. STA. 26+19.74 7.00 LT. + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + IX R/W PHASE BOUNDARY/BEGIN DETAIL 22(1) -o- FURNISH & INSTALL STREET UG HT -58(X) LUMEN PER C.O.B. STD. ST -14. ? Q d FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. BEGIN EXISTING STRIPING REMOVAL 0 N N STA. 20+71.03, C.L. FUTURE MEDIAN J 3 EX. 42"S 13 1 FUTURE MEDIAN EX. 42"S 13 V UN ri to M W W 19+tK1 N - - 20+00 21+00 NOO'35'S7"E 255.00' --22+tX) - - - N- - - 23+�- _ 24+� N 1 - - - - - -27+00 - _ _ 25+00 O _26+Q0 - - - - = - C-4 - - -- --I - I-----F---fi---i- -- -r•-- - - - - - _ _ _ _ - - - - - - - - N00'3557 700.02 28+00 29+00 � 30+00 FOO <r - / N ----'- ,. - ��'''��-•EXISTING EDGE .. N _.,M---�--- -- -----=----------- ----: E PAVEMENT _ -+i 13 14 N AWCUT 6 SAW(X1T LINE EXISTING EDGE 13 6 « « • 1 $TA 30+25.98 C.L.9.90 RT. Q 9 OF PAVEMENT « 14 « . 50' (TYP.) 9 (TYP.) 12 7 ELEV. 356.96 E.P. ------IC IC �� --- _ _ - is is i IcEX. $�� _ - _ _ _ _ R26 CAS! e -628N9 C3 Ok STATION OFFSET FROM CL R5 25+29.74 ~ �~ O_QN tA M A W . U W to i QN p+m ZOO C6 U') a."""M ~ �O QOM AMM �Zt� M -R0 25+54.74 Z HN DQ W 1- M J W;QJ ZHJ WNW QWQ N W mv) W W N W 1.00 LT. I W 25+79.74 2.00 LT. STA. 25+84.74 3.00 LT. 3 EX. 42"S 13 1 FUTURE MEDIAN EX. 42"S 13 V UN ri to M W W 19+tK1 N - - 20+00 21+00 NOO'35'S7"E 255.00' --22+tX) - - - N- - - 23+�- _ 24+� N 1 - - - - - -27+00 - _ _ 25+00 O _26+Q0 - - - - = - C-4 - - -- --I - I-----F---fi---i- -- -r•-- - - - - - _ _ _ _ - - - - - - - - N00'3557 700.02 28+00 29+00 � 30+00 FOO <r - / N ----'- ,. - ��'''��-•EXISTING EDGE .. N _.,M---�--- -- -----=----------- ----: E PAVEMENT _ -+i 13 14 N AWCUT 6 SAW(X1T LINE EXISTING EDGE 13 6 « « • 1 $TA 30+25.98 C.L.9.90 RT. Q 9 OF PAVEMENT « 14 « . 50' (TYP.) 9 (TYP.) 12 7 ELEV. 356.96 E.P. ------IC IC �� --- _ _ - is is i IcEX. $�� _ - _ _ _ _ R26 CAS! e -628N9 ci a H M W Ld 300 M NNM � W W Q L4 m n PHASE 5 9 SZ9 - - co 1 W iR/W _-R/W P/L u I o SE / 3 + �Z -�� .a. I I E E I E 100 � 1 �� � �� 2 3 4 I' N j �- -.1 J 1 1 1 1 1 1 7 1 1 } i, 0' 1 �o�`k v ti� 1 1 1 1 1 1 1 1 0 20' cc / 1 +,� f ON1-i L6 > 30 1 NM 06 11) JNA I 9 D+ Qw iA AMM H J M M 11N NW N> ZNN RETENTION BASIN CANYON TRAIL AVE. TAPER DATA NO. O Ok STATION OFFSET FROM CL STA. 25+29.74 5.00 RT. STA. 25+34.74 4.92 RT. STA. 25+39.74 4.67 RT STA. 25+44.74 4.25 RT. STA. 25+49.74 3.67 RT. STA. 25+54.74 2.92 RT. STA. 25+59.74 2.00 RT. STA. 25+64.74 1.00 RT. STA. 25+69.74 0.00 STA. 25+74.74 1.00 LT. STA. 25+79.74 2.00 LT. STA. 25+84.74 3.00 LT. STA. 25+89.74 4.00 LT. STA. 25+94.74 4.92 LT. STA. 25+99.74 5.67 LT. STA. 26+04.74 6.25 LT. STA. 26+09.74 6.67 LT. STA. 26+14.74 6.92 LT. STA. 26+19.74 7.00 LT. ci a H M W Ld 300 M NNM � W W Q L4 m n PHASE 5 9 SZ9 - - co 1 W iR/W _-R/W P/L u I o SE / 3 + �Z -�� .a. I I E E I E 100 � 1 �� � �� 2 3 4 I' N j �- -.1 J 1 1 1 1 1 1 7 1 1 } i, 0' 1 �o�`k v ti� 1 1 1 1 1 1 1 1 0 20' cc / 1 +,� f ON1-i L6 > 30 1 NM 06 11) JNA I 9 D+ Qw iA AMM H J M M 11N NW N> ZNN RETENTION BASIN CANYON TRAIL AVE. uvor vrsu rtvrAu STA. 20+71.03 C.L. TO 30+26.05 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 0 t --6J LEGEND (CONT.) LEGEND: --� - FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: @ CURVE NUMBER FOR CURVE DESCRIPTION "R1-1" A STOP "R26(CA)A NO PARKING ANYTIME "R3 ABBBREVIATiONS FL FLOWUNE POVC POINT ON VERTICAL CURVE -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CL CENTERLINE BVC BEGIN VERTICAL CURVE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ELEV ELEVATION EVC END VERTICAL CURVE CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS EC END CURVE TC TOP OF CURB TRACT BOUNDARY PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - - CENTERLINE OF VERTICAL CURVE GB GRADE BREAK EDGE OF PAVEMENT P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY SECTION) LETTER PA PROPERTY LINE A.P. ANGLE POINT - - - -A _ SECTION DESIGNATION E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER T.O.S. TOP OF SUMP Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET UG HT -58(X) LUMEN PER C.O.B. STD. ST -14. E�o- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. uvor vrsu rtvrAu STA. 20+71.03 C.L. TO 30+26.05 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 0 t --6J LEGEND (CONT.) CONT LEGEND - . --� - FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: @ CURVE NUMBER FOR CURVE DESCRIPTION "R1-1" A STOP "R26(CA)A NO PARKING ANYTIME "R3 ® ITEM OF WORK - SEE SCHEDULE _ -7R - RIGHT LANE MUST TURN RGHT W31(CA) END -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER - SEE TABLE --PIPE SIZE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 4'W UTILITY: W -WATER D -DRAIN IR -IRRIGATION CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. SER S SEWER - REFER TO SEWER & STORM DRAiN PLANS NOTES: ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE D.2O' TYPE "8" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' O.G. TO BE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) 3. GOSFORD ROAD - PAVEMENT TO BE D.45' TYPE "A" A.C. TRACT BOUNDARY OVER 0.6D' AGGREGATE BASE OVER 1.45' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PHASE BOUNDARY 4. ALL CATCH BASINS TO BE TYPE 'A" WITH 3.5' OPENINGS - - - CENTERLINE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. EDGE OF PAVEMENT COORDINATE APPLICATION OF RELOCATION WITH CITY. IC INTERCONNECT CONDUIT 6. INSTALL W-31(CA) SIGN WITH O M4-3 MARKER AT THE PHASE SECTION) LETTER BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE - - - -A _ SECTION DESIGNATION SIGN WITH CONSTRUCTION OF ADJACENT PHASE. SHEET WHERE 2 lY•At1NIP NIIW Ci'Y -off? -AA CONSTRUCTION NOTES: 1 CONSTRUCT TYPE "8" CURB & OTTER PER C.O.B. STD ST -1. 2 CONSTRUCT 4.5' (LOCAL STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 4 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, 2002 RSP CASE "A". Q CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. L! INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) Slog AT PHASE/TRACT BOUNDARY. REMOVE AND SALVAGE SIGN NTH THE CONSTRUCTiON OF ADJACENT PHASE. Curb & Gutter per Standard Data# ST -1, Curb Romp per Standard Ueta4 ST -10 -� f f. Ex�lansian f J fJ Joust r r r tt tt i !! I Score Mark Weakened iaurt N07ES: I! JIA. JUtz3.JJ L;A- 1Z.UU 111. _ STA. 30+28.02 F.L. Go N M Cn N Score Mark, see dote i Expansion Joh t i t 50, typ• 1Q ©' typ. between 3.Q' min. at future signalized hrtesectkrs Right -of --may &0' 20' deep rened - Plane Johit, see Note X *4.5' on all local streets, unless otherwise directed by the My Engineer. 5.5' on c41 artedaf and collector streets and on al local streets that are adjacent to school, hatipi1d'4 commercial or industrial areas or as otherwise directed by the City £ngkver L All workmansho and mot&Ws shall confonm to the apprxble sectkxns of the specifications entitled 'State of Califomiu Department of Transportation, Standard Specifrcatiais', hereafter known as 'Standord Specifrcafio ns , current City Wvwd edition. 2 A current Street Permit issued by the City of Mersrdd Public Works Department must accompany rill wwk within the City right-of-way. 3. Subgrade shall be constructed true to grade and crass section and compacted to 90Z of maximum dry density as determined by ASTM D1--1557 to a depth of 60' below tap of subgrade, 4. Concrete for sidewalk l conform to the requkements of the Standard Specifications kr mkw concrete (min. cement content of 505 lb/cu )d). Concrete shall contain no additiws unless prim cwoval is obtained from the City Engineer 5 Tmher forms gall be surfaced on the side placed next to the concrete and shod be not less than 1.5' thick after beurg swfoced Forms and subgrode shalf be wetted bmmearraiely prior to placement of concrete 6. Concrete surfaces she# be troweled smooth, edge and then gim a light broom finish. Immediately after fnnishirng, all exposed surfaces she# recelve a uniform applieaborn of white pigmented curing compound conforming to the Standard Specifrcatk ns, Concrete surface sha# be kept molst until the curing compound is applied. 7 Evamsiw joints shall be constructed at each side of structureg at ends of curb returns and at 60' max. interWear yenned plane jAt4 20" deep, shall be placed of 10.0' urtervtzls wft 025' deep scm marks at 50' intervals Q CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ST -7 ON SHEET 8. PAINT 12" LIMiT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-O2ALKYD. 10 EXISTING UTILITY POLE TO BE RELOCATED. 11 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-5(COLLECTORS/ARTERIALS) 12 INSTALL TYPE F FLEXIBLE POST CLASS 1 DELINEATOR PER CALTRANS STANDARD PLAN A73C. 13 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. DET. ST -18. 14 FURNISH & INSTALL INTERCONNECT CONDUIT & PULL BOXES PER PER C.O.B. STD. DET. T-33. & Expansion uxknt IVIer material shall cws& of preferred strips of durable resfimt carnluound that comfrxms to the requirements of the Standard Specifications 9. Sections of existing sidewalk being mmovel for replacement shrill be sawcut at the knits of removal as directed by the City Engineer. The section bekmg removed shall be a min. of 50' in length and saints shcfl align with existing joint or score lire Replacement sholt conform in dinensican and location to the odjacent existing improvements unless otherwise directed. 10. CamN7060n sidewalk shall be used at intemecti ms and bus stops on o/i artedol and cailector streets and may be used at cul-de-sacs and hau€ds on load streets AN other uses of combination sidev& ore subject to the Wald of the City £nrow.. It Any dedation from standard kr finish, color, or mous used wN require prior approval from the City £ngsnw 12 TrmnsNos in sidewalk types must be approved by the L3ty £ngktee: 13. All sdemrdk co nsbvctkm shrill comply with current requirements for ADA. SCALE: 1 " = 50' 50' 25' O' 50' 100' Know what's below. Call before you dig. 00 to��e